"""CHEM130 bounded empirical indentation, independent observations and Oliver–Pharr analysis.""" from pathlib import Path import copy,json,math,importlib.util import numpy as np PROTOCOL_VERSION='1.0.0';SLUG='antonpaar_hit300';CATALOG_ID='CHEM-130';ASSET_TYPE_ID='instrument.'+SLUG ROOT=Path(__file__).resolve().parents[2];ASSET=ROOT/'assets/expansion_batch04/t1_thermal'/SLUG DT=.1;FORCE_MAX=.5;DEPTH_MAX=.0002;STAGE_MAX=.04;HEAD_MAX=.09 class ActionRejected(ValueError):pass def number(unit='1',lo=None,hi=None): s={'type':'number','x-unit':unit} if lo is not None:s['minimum']=lo if hi is not None:s['maximum']=hi return s def integer(lo=0,hi=1000000):return dict(type='integer',minimum=lo,maximum=hi,**{'x-unit':'1'}) def obj(properties):return dict(type='object',properties=properties,required=list(properties),additionalProperties=False) def array(items,minimum=0,maximum=10000):return dict(type='array',items=items,minItems=minimum,maxItems=maximum) def enum(items):return dict(type='string',enum=list(items)) def nullable(s):return {'anyOf':[s,{'type':'null'}]} BOOL={'type':'boolean'};TEXT={'type':'string'};PHASE=enum(['idle','running','succeeded','failed','cancelled']) def validate(s,v): if 'anyOf' in s: for option in s['anyOf']: try:validate(option,v);return except ActionRejected:pass raise ActionRejected('INVALID_ARGUMENT') kind=s.get('type') if kind in ('number','integer'): if isinstance(v,bool) or not isinstance(v,(int,float)) or not math.isfinite(v) or kind=='integer' and type(v) is not int or not s.get('minimum',-math.inf)<=v<=s.get('maximum',math.inf):raise ActionRejected('INVALID_ARGUMENT') elif kind=='boolean' and type(v) is not bool:raise ActionRejected('INVALID_ARGUMENT') elif kind=='string' and not isinstance(v,str):raise ActionRejected('INVALID_ARGUMENT') elif kind=='null' and v is not None:raise ActionRejected('INVALID_ARGUMENT') elif kind=='object': if not isinstance(v,dict) or set(v)!=set(s['properties']):raise ActionRejected('INVALID_ARGUMENT') for key,value in v.items():validate(s['properties'][key],value) elif kind=='array': if not isinstance(v,list) or not s.get('minItems',0)<=len(v)<=s.get('maxItems',math.inf):raise ActionRejected('INVALID_ARGUMENT') for value in v:validate(s['items'],value) if 'enum' in s and v not in s['enum']:raise ActionRejected('INVALID_ARGUMENT') def library(): p=ASSET/'indentation_library.json';return json.loads(p.read_text()) if p.exists() else {'substances':{}} def fit_unloading(load_n,depth_m,minimum_fraction=.2,maximum_fraction=.95): """P=a*((h-hf)/hscale)^m on an explicit positive-load unloading window.""" from scipy.optimize import least_squares p=np.asarray(load_n,float);h=np.asarray(depth_m,float) if p.ndim!=1 or p.shape!=h.shape or len(p)<6 or not np.all(np.isfinite(p)) or not np.all(np.isfinite(h)) or max(p)<=0:raise ActionRejected('FIT_DATA') pmax=float(max(p));peak_index=int(np.argmax(p));hpeak=float(h[peak_index]) if p[0]<.98*pmax or np.any(np.diff(p)>.02*pmax) or np.median(np.diff(p))>0:raise ActionRejected('NOT_UNLOADING') if max(h)>hpeak+max(1e-12,.02*abs(hpeak)):raise ActionRejected('UNLOADING_NOSE') mask=(p>=minimum_fraction*pmax)&(p<=maximum_fraction*pmax) if np.count_nonzero(mask)<6:raise ActionRejected('FIT_POINTS') x=h[mask];y=p[mask]/pmax;scale=float(max(h)-min(h)) if scale<=1e-14 or np.ptp(x)<=1e-14 or np.ptp(y)<=1e-8:raise ActionRejected('FIT_DOMAIN') origin=float(min(h));u=(x-origin)/scale;upper=float(min(u))-1e-9 def residual(q):return q[0]*np.maximum(u-q[1],1e-15)**q[2]-y # Multistart prevents a silently accepted local minimum for shallow unloading arcs. candidates=[] for m in [1.1,1.5,2.,2.8]: hf=min(upper-.05,-.05);a=float(np.median(y/np.maximum(u-hf,1e-12)**m));q=least_squares(residual,[max(.000001,min(a,1e5)),max(-99.,hf),m],bounds=([1e-8,-100.,1.],[1e6,upper,3.]),xtol=1e-12,ftol=1e-12,gtol=1e-12,max_nfev=10000);candidates.append(q) q=min(candidates,key=lambda q:float(np.dot(q.fun,q.fun)));a,hf,m=map(float,q.x);hmax=hpeak;offset=origin+hf*scale;factor=pmax*a/scale**m;stiffness=factor*m*(hmax-offset)**(m-1);rms=float(np.sqrt(np.mean(q.fun*q.fun)))*pmax if not q.success or not all(math.isfinite(v) for v in [offset,m,stiffness,factor]) or stiffness<=0:raise ActionRejected('FIT_FAILED') return dict(coefficient_n_m_power=factor,exponent=m,residual_depth_m=offset,stiffness_n_m=stiffness,fit_rms_n=rms,fit_points=int(mask.sum()),max_load_n=pmax,max_depth_m=hmax) CALIBRATION_EXAMPLE=dict(force_gain_correction=1.,force_zero_n=0.,depth_gain_correction=1.,depth_zero_m=0.,frame_compliance_m_n=0.,area_c2=24.5,area_c1_m=0.,area_c0_m2=0.,area_min_depth_m=1e-9,area_max_depth_m=.0002,epsilon=.75,beta=1.034,poisson_sample=.22,young_tip_pa=1.14e12,poisson_tip=.07,fit_min_fraction=.2,fit_max_fraction=.95,accept_elastic_unloading=True) CALIBRATION=obj({'force_gain_correction':number('1',.01,100),'force_zero_n':number('N',-.05,.05),'depth_gain_correction':number('1',.01,100),'depth_zero_m':number('m',-.0002,.0002),'frame_compliance_m_n':number('m/N',0,.001),'area_c2':number('1',.1,1000),'area_c1_m':number('m',0,.001),'area_c0_m2':number('m^2',0,1e-6),'area_min_depth_m':number('m',1e-12,.0002),'area_max_depth_m':number('m',1e-12,.0002),'epsilon':number('1',.1,1.),'beta':number('1',.5,2.),'poisson_sample':number('1',0,.499),'young_tip_pa':number('Pa',1e9,2e12),'poisson_tip':number('1',0,.499),'fit_min_fraction':number('1',.001,.9),'fit_max_fraction':number('1',.1,1.),'accept_elastic_unloading':BOOL}) OP_RESULT=obj({'peak_load_n':number('N',0),'max_depth_m':number('m'),'contact_depth_m':number('m',0),'contact_area_m2':number('m^2',0),'stiffness_n_m':number('N/m',0),'hardness_pa':number('Pa',0),'reduced_modulus_pa':number('Pa',0),'sample_modulus_pa':number('Pa',0),'unloading_exponent':number('1',1,3),'fit_residual_depth_m':number('m'),'fit_rms_n':number('N',0),'fit_points':integer(6,1000000),'evidence':TEXT}) def oliver_pharr(load_n,depth_m,calibration): """External OBSERVED unloading arrays. Correct frame displacement exactly once.""" validate(CALIBRATION,calibration);c=calibration if not c['accept_elastic_unloading']:raise ActionRejected('ELASTIC_UNLOADING_NOT_ACCEPTED') if c['fit_min_fraction']>=c['fit_max_fraction'] or c['area_min_depth_m']>=c['area_max_depth_m']:raise ActionRejected('CALIBRATION_DOMAIN') p=np.asarray(load_n,float);h=np.asarray(depth_m,float) if p.shape!=h.shape:raise ActionRejected('FIT_DATA') # Sensor corrections have already been applied by the observation layer; do not repeat them. h=h-c['frame_compliance_m_n']*p fit=fit_unloading(p,h,c['fit_min_fraction'],c['fit_max_fraction']);pmax=fit['max_load_n'];hmax=fit['max_depth_m'];s=fit['stiffness_n_m'];hc=hmax-c['epsilon']*pmax/s if not c['area_min_depth_m']<=hc<=c['area_max_depth_m']:raise ActionRejected('CONTACT_AREA_DOMAIN') area=c['area_c2']*hc*hc+c['area_c1_m']*hc+c['area_c0_m2'];er=math.sqrt(math.pi)*s/(2*c['beta']*math.sqrt(area));inverse=1/er-(1-c['poisson_tip']**2)/c['young_tip_pa'] if inverse<=0:raise ActionRejected('MODULUS_DOMAIN') return dict(peak_load_n=pmax,max_depth_m=hmax,contact_depth_m=hc,contact_area_m2=area,stiffness_n_m=s,hardness_pa=pmax/area,reduced_modulus_pa=er,sample_modulus_pa=(1-c['poisson_sample']**2)/inverse,unloading_exponent=fit['exponent'],fit_residual_depth_m=fit['residual_depth_m'],fit_rms_n=fit['fit_rms_n'],fit_points=fit['fit_points'],evidence='Oliver–Pharr analysis of supplied observed unloading; h_corrected=h_observed-Cf*P_observed once. Explicit area/epsilon/beta/tip/Poisson inputs; homogeneous elastic unloading assumed, no true sample H/E read or certification.') PLANT_EXAMPLE=dict(accept_engineering=True,ambient_k=296.15,thermal_capacity_j_k=10.,heat_loss_w_k=.1,temperature_max_k=333.15,safe_access_temperature_k=313.15,force_response_tau_s=.01,force_release_n=1e-10,sensor_tau_s=.001,force_gain=1.,force_offset_n=0.,depth_gain=1.,depth_offset_m=0.,frame_compliance_m_n=0.,common_drift_m_s=0.,differential_drift_m_s=0.,head_speed_m_s=.01,stage_speed_m_s=.005,array_clearance_m=.002,plastic_heat_fraction=1.) PLANT=obj({'accept_engineering':BOOL,'ambient_k':number('K',273.15,323.15),'thermal_capacity_j_k':number('J/K',1e-6,1e6),'heat_loss_w_k':number('W/K',0,1000),'temperature_max_k':number('K',273.15,373.15),'safe_access_temperature_k':number('K',273.15,373.15),'force_response_tau_s':number('s',1e-5,10),'force_release_n':number('N',1e-14,1e-7),'sensor_tau_s':number('s',1e-5,10),'force_gain':number('1',.1,10),'force_offset_n':number('N',-.05,.05),'depth_gain':number('1',.1,10),'depth_offset_m':number('m',-.0002,.0002),'frame_compliance_m_n':number('m/N',0,.001),'common_drift_m_s':number('m/s',-1e-5,1e-5),'differential_drift_m_s':number('m/s',-1e-7,1e-7),'head_speed_m_s':number('m/s',1e-5,.05),'stage_speed_m_s':number('m/s',1e-5,.05),'array_clearance_m':number('m',.001,.01),'plastic_heat_fraction':number('1',0,1)}) SAMPLE_EXAMPLE=dict(reference_id='borofloat33_5mn_rep1',length_m=.05,width_m=.05,thickness_m=.005,density_kg_m3=2230.,damage_radius_m=5e-5,deformation_shape_factor=.3333333333333333,deformation_area_c2=24.5,accept_engineering=True,accept_projection=True,accept_unknown_conditions=True,accept_condition_transfer=True,accept_elastic_release_extrapolation=True) SAMPLE=obj({'reference_id':TEXT,'length_m':number('m',.04,.1),'width_m':number('m',.04,.1),'thickness_m':number('m',1e-9,.02),'density_kg_m3':number('kg/m^3',100,25000),'damage_radius_m':number('m',1e-7,.005),'deformation_shape_factor':number('1',.01,10),'deformation_area_c2':number('1',1,1000),'accept_engineering':BOOL,'accept_projection':BOOL,'accept_unknown_conditions':BOOL,'accept_condition_transfer':BOOL,'accept_elastic_release_extrapolation':BOOL}) METHOD_EXAMPLE=dict(mode='quasi_static',control='load_rate',peak_load_n=.005,loading_rate_n_s=.1/60,hold_s=5.,unloading_rate_n_s=.1/60,x_positions_m=[.02,.022],sample_interval_s=.1,timeout_s=300.,accept_no_creep_hold=True) METHOD=obj({'mode':enum(['quasi_static','dynamic']),'control':enum(['load_rate','strain_rate']),'peak_load_n':number('N',1e-7,.5),'loading_rate_n_s':number('N/s',1e-7,1.),'hold_s':number('s',0,3600),'unloading_rate_n_s':number('N/s',1e-7,1.),'x_positions_m':array(number('m',0,.04),1,100),'sample_interval_s':number('s',.1,60),'timeout_s':number('s',.1,20000),'accept_no_creep_hold':BOOL}) ROW=obj({'time_s':number('s',0),'elapsed_s':number('s',0),'indent_index':integer(0,99),'phase':enum(['loading','holding','unloading','release','retracting','moving','approaching']),'stage_x_m':number('m',0,.04),'stage_y_m':number('m',0,.04),'force_target_n':number('N',0,.5),'force_n':nullable(number('N')),'depth_m':nullable(number('m')),'tip_indicated_m':nullable(number('m')),'ring_indicated_m':nullable(number('m')),'temperature_k':nullable(number('K')),'unavailable_reason':nullable(TEXT)}) POINT_RESULT=obj({'index':integer(0,99),'x_m':number('m',0,.04),'y_m':number('m',0,.04),'phase':enum(['succeeded','failed','cancelled']),'analysis':nullable(OP_RESULT),'analysis_error':nullable(TEXT)}) RESULT=obj({'operation_id':nullable(TEXT),'phase':PHASE,'elapsed_s':number('s',0),'completed_indents':integer(0,100),'rows':array(ROW,0,250000),'points':array(POINT_RESULT,0,100),'reference_id':nullable(TEXT),'template_source':nullable(TEXT),'projection_json':nullable(TEXT),'method_json':nullable(TEXT),'evidence':TEXT,'error_code':nullable(TEXT)}) CAPS={};SLOTS={} def cap(k,i,o,c,z,kind='device_command',visibility='agent',example=None):CAPS[k]=dict(input_schema=i,output_schema=o,component_ids=c,function_zh=z,kind=kind,visibility=visibility,example_arguments=copy.deepcopy(example or {}),effects=[]) def slot(k,s,u,z,origin='derived',visibility='agent',component='controller'):SLOTS[k]=dict(schema=s,unit=u,meaning=z,origin=origin,visibility=visibility,component=component,write=None) cap('plant.configure',PLANT,obj({'configured':BOOL}),['controller'],'显式力伺服/独立双位移观测/集中热参数','configuration','evaluator',PLANT_EXAMPLE) cap('specimen.load',SAMPLE,obj({'loaded':BOOL}),['specimen'],'装入有限体积试片与实测源响应代理','configuration','evaluator',SAMPLE_EXAMPLE) cap('specimen.remove',obj({}),obj({'removed':BOOL}),['specimen'],'回收完整质量,塑性变形不伪装成磨屑','configuration','evaluator') cap('power.set',obj({'enabled':BOOL}),obj({'enabled':BOOL}),['power_switch','controller'],'电源开关',example={'enabled':True}) cap('clamp.set',obj({'locked':BOOL}),obj({'locked':BOOL}),['clamp_jaw'],'抬头无载时手动夹紧',example={'locked':True}) cap('stage.move_x',obj({'position_m':number('m',0,.04),'speed_m_s':number('m/s',1e-5,.05)}),obj({'target_m':number('m',0,.04)}),['stage_x'],'电动X台位置目标,随宿主移动',example={'position_m':.02,'speed_m_s':.005}) cap('stage.set_y',obj({'position_m':number('m',0,.04),'accept_manual':BOOL}),obj({'position_m':number('m',0,.04)}),['stage_y'],'明确接受的手动Y定位代理,非自动二维阵列',example={'position_m':.02,'accept_manual':True}) cap('head.set_position',obj({'distance_m':number('m',0,.09)}),obj({'target_m':number('m',0,.09)}),['load_head','reference_ring'],'90mm粗Z行程目标,随宿主推进',example={'distance_m':0.}) cap('contact.set',obj({'engaged':BOOL}),obj({'engaged':BOOL}),['stylus','reference_ring'],'抬头到位后使能参考环接触',example={'engaged':True}) cap('laser.set',obj({'enabled':BOOL}),obj({'enabled':BOOL}),['laser_x','laser_y'],'双激光瞄准可视状态,不产生测量',example={'enabled':True}) cap('sensor.calibrate',CALIBRATION,CALIBRATION,['controller','reference_ring'],'外部力/位移校正和OP面积/机架/弹性假设','configuration',example=CALIBRATION_EXAMPLE) cap('sensor.zero',obj({}),obj({'zeroed':BOOL}),['controller','reference_ring'],'抬头无接触时由独立读数归零') cap('method.configure',METHOD,METHOD,['controller'],'有界加载/保持/卸载和固定Y的X线阵','configuration',example=METHOD_EXAMPLE) cap('acquisition.start',obj({}),obj({'operation_id':TEXT}),['controller','stylus','reference_ring','stage_x','load_head'],'异步逐点力伺服压入、卸载、抬头移动,永久保留压痕') cap('acquisition.stop',obj({}),obj({'phase':enum(['cancelled'])}),['controller','stylus'],'停止新压入并冻结部分观测,剩余载荷随后释放') cap('acquisition.result',obj({}),RESULT,['controller'],'owner限定历史结果与真实OP分析','query') cap('reference.query',obj({'reference_id':TEXT}),obj({'reference_json':TEXT,'template_source':TEXT}),['controller'],'原P-h及来源,时间未知不伪造','query',example={'reference_id':SAMPLE_EXAMPLE['reference_id']}) cap('analysis.oliver_pharr',obj({'load_n':array(number('N',0,.5),6,1000000),'depth_m':array(number('m',-.0002,.0002),6,1000000),'calibration':CALIBRATION}),OP_RESULT,['controller'],'外部观测卸载拟合硬度、约化模量及样品模量','analysis',example={'load_n':[.005*(x/10)**1.5 for x in range(10,0,-1)],'depth_m':[1e-7+1e-7*x/10 for x in range(10,0,-1)],'calibration':CALIBRATION_EXAMPLE}) LEDGER=obj({k:number(u) for k,u in [('sample_loaded_kg','kg'),('sample_present_kg','kg'),('sample_recovered_kg','kg'),('sample_error_kg','kg'),('pristine_volume_m3','m^3'),('deformed_volume_m3','m^3'),('volume_error_m3','m^3'),('mechanical_input_j','J'),('elastic_recovered_j','J'),('elastic_stored_j','J'),('plastic_work_j','J'),('energy_error_j','J'),('heat_loss_j','J'),('thermal_stored_j','J'),('thermal_error_j','J'),('heat_input_j','J'),('defect_stored_j','J')]}) cap('ledger.read',obj({}),LEDGER,['controller'],'无材料凭空消失;塑性变形与弹性回收/热账本','query','evaluator') cap('sim.step',obj({'dt_s':number('s',0,3600)}),obj({'time_s':number('s',0)}),['controller'],'唯一宿主时钟','simulation','evaluator',{'dt_s':.1}) cap('emergency.stop',obj({}),obj({'latched':BOOL}),['controller'],'软件停机锁存,非认证硬件急停') cap('emergency.reset',obj({}),obj({'latched':BOOL}),['controller'],'实际载荷释放后明确复位') UNSUPPORTED=['dynamic.acquire','strain_rate.control','analysis.viscoelastic','sample.repeat_indent','array.automatic_y','camera.capture','hardware.connect','noise.empirical','accuracy.certification','standard.certification','thermal.set_temperature'] for k in UNSUPPORTED:cap(k,obj({}),obj({}),['controller'],'未实现:'+k) for k,z,c in [('plant.configured','工程模型已接受','controller'),('power.enabled','电源','power_switch'),('clamp.locked','夹具锁紧','clamp_jaw'),('contact.engaged','参考环接触使能','reference_ring'),('specimen.present','试片存在','specimen'),('laser.enabled','双激光瞄准使能','laser_x'),('emergency.latched','软件停机锁存','controller'),('stage.moving','电动X台移动中','stage_x'),('head.moving','粗Z移动中','load_head')]:slot(k,BOOL,'1',z,component=c) for k,hi,z,c in [('stage.x_m',.04,'实际X台位置','stage_x'),('stage.y_m',.04,'手动Y台位置','stage_y'),('head.lift_m',.09,'粗Z抬升','load_head'),('head.penetration_m',.0002,'工程压入姿态,非物理网格变形','stylus'),('clamp.release_m',.003,'夹具释放代理','clamp_jaw')]:slot(k,number('m',0,hi),'m',z,'scene',component=c) slot('power.angle_rad',number('rad',0,.28),'rad','电源开关代理','scene',component='power_switch') for k,u,hi,z,c in [('stage.target_x_m','m',.04,'X台目标','stage_x'),('head.target_lift_m','m',.09,'粗Z目标','load_head'),('force.target_n','N',.5,'控制目标,不是实际力','load_head')]:slot(k,number(u,0,hi),u,z,'setpoint',component=c) for k,u,z,c in [('force.indicated_n','N','独立力读数','controller'),('depth.indicated_m','m','tip减reference的独立深度读数','controller'),('tip.indicated_m','m','带共同漂移的独立tip通道','stylus'),('ring.indicated_m','m','独立参考环位移通道','reference_ring'),('thermal.indicated_k','K','集中温度理想代理,非已校准传感器','controller')]:slot(k,nullable(number(u)),u,z,component=c) for k,u,z in [('truth.force_n','N','有限一阶实际载荷'),('truth.plastic_depth_m','m','当前点持久塑性深度'),('truth.elastic_depth_m','m','当前非线性弹簧位移'),('truth.deformed_volume_m3','m^3','总持久变形区体积'),('truth.sample_mass_kg','kg','试片完整质量'),('truth.temperature_k','K','集中热真值'),('truth.plastic_work_j','J','累计塑性耗散')]:slot(k,number(u,0),u,z,'process_truth','evaluator') slot('acquisition.phase',PHASE,'1','操作生命周期');slot('acquisition.point_phase',enum(['idle','loading','holding','unloading','release','retracting','moving','approaching']),'1','当前物理段');slot('acquisition.indent_index',integer(0,99),'1','当前线阵点');slot('acquisition.completed_indents',integer(0,100),'1','完整卸载完成的点数');slot('acquisition.elapsed_s',number('s',0),'s','宿主实际历时');slot('acquisition.points',integer(0,250000),'1','真实观测行数');slot('clock.time_s',number('s',0),'s','唯一宿主时钟');slot('observation.unavailable_reason',nullable(TEXT),'1','无电、无接触、量程不可用原因') def force_ramp(force0,target0,slope,tau,dt): """First-order force tracking of a linear target: endpoint, integralF and integral(tF).""" if dt==0:return force0,0.,0. q=dt/tau if q<.02: end=force0;i0=force0*dt;i1=force0*dt*dt/2 for n in range(1,11): term=(target0-force0)*(-1)**(n+1)*q**n/math.factorial(n) if n>=2:term+=slope*dt*(-1)**n*q**(n-1)/math.factorial(n) end+=term;i0+=term*dt/(n+1);i1+=term*dt*dt/(n+2) return end,i0,i1 e=math.exp(-q);m0=-tau*math.expm1(-q);m1=tau*tau*(-math.expm1(-q)-q*e);a=target0-slope*tau;b=force0-a return a+slope*dt+b*e,a*dt+slope*dt*dt/2+b*m0,a*dt*dt/2+slope*dt**3/3+b*m1 SYNTHESIS_BASIS='scalar_hardness_modulus_synthesis' SYNTHESIS_EVIDENCE='SYNTHESIZED load-depth response, not a measured curve: published scalar indentation hardness H and reduced modulus Er (with stated tip/Poisson conversion) are inverted through ideal-Berkovich Oliver-Pharr relations (A=P/H=c2*hc^2, S=2*beta*Er*sqrt(A)/sqrt(pi), hmax=hc+epsilon*P/S, he=m*P/S) at the configured peak load. Loading follows ideal self-similar Kick P=K*h^2; unloading exponent m is the source value or a declared assumption. No measured time axis, creep, indentation-size effect, pile-up/sink-in, cracking or substrate effect.' def synthesis_model(reference,accept_projection,peak_load_n=None): """Clearly labelled synthesized P-h from real scalar H/Er; built at the method peak load so OP of the unloading reproduces the source scalars.""" try:s=reference['runtime_scalars'];H=float(s['hardness_pa']);er=float(s['reduced_modulus_pa']);m=float(s['unloading_exponent']);eps=float(s['epsilon']);beta=float(s['beta']);c2=float(s['area_c2']);domain=float(s['load_domain_max_n']) except (KeyError,TypeError,ValueError):raise ActionRejected('INVALID_REFERENCE') if not reference.get('runtime_usable') or reference.get('runtime_basis')!=SYNTHESIS_BASIS or not all(math.isfinite(v) and v>0 for v in [H,er,m,eps,beta,c2,domain]) or not 1FORCE_MAX:raise ActionRejected('INVALID_REFERENCE') if not accept_projection:raise ActionRejected('PROJECTION_NOT_ACCEPTED') p0=domain if peak_load_n is None else float(peak_load_n) if not 0DEPTH_MAX:raise ActionRejected('REFERENCE_DOMAIN') a=p0/he**m;x=p0*np.linspace(0.,1.,201)**2;hp=hmax*np.sqrt(x/p0)-(x/a)**(1/m);hp[0]=0. if np.any(np.diff(x)<=0) or np.any(np.diff(hp)<-1e-18):raise ActionRejected('REFERENCE_DOMAIN') hp=np.maximum.accumulate(np.maximum(hp,0.)) projection=dict(basis=SYNTHESIS_BASIS,synthesized_curve=True,measured_curve=False,synthesis_peak_load_n=p0,load_domain_max_n=domain,load_domain_basis=s.get('load_domain_basis'),hardness_pa=H,reduced_modulus_pa=er,reduced_modulus_basis=s.get('reduced_modulus_basis'),unloading_exponent=m,unloading_exponent_basis=s.get('unloading_exponent_basis'),epsilon=eps,beta=beta,area_c2=c2,loading_law='P=K*h^2 ideal self-similar Berkovich loading through (hmax,P)',contact_depth_m=hc,maximum_depth_m=hmax,elastic_recovery_m=he,unloading_stiffness_n_m=stiffness,load_projection_nodes=0,plastic_projection_nodes=0,duplicate_load_nodes_removed=0,padding_nodes_excluded=0,source_time_known=False,evidence=SYNTHESIS_EVIDENCE) return dict(load=x,plastic=hp,coefficient=a,exponent=m,maximum_load=p0,projection=projection) def source_model(reference,accept_projection): if isinstance(reference,dict) and reference.get('runtime_basis')==SYNTHESIS_BASIS:return synthesis_model(reference,accept_projection) try:p=np.asarray(reference['values']['load_n'],float);h=np.asarray(reference['values']['depth_m'],float);domain=reference['runtime_domain'];last=int(domain['active_last_index']);end=int(domain['loading_end_index']);unload=int(domain.get('unloading_start_index',domain.get('hold_end_index')));start=int(domain.get('loading_start_index',0)) except (KeyError,TypeError,ValueError):raise ActionRejected('INVALID_REFERENCE') if not reference.get('runtime_usable') or p.shape!=h.shape or p.ndim!=1 or len(p)<12 or not 0<=start0,True];xp=xp[keep];hp=hp[keep] if len(xp)<3 or xp[0]!=0 or hp[0]!=0 or xp[-1]>.5 or h[start:last+1].max()>.0002:raise ActionRejected('REFERENCE_DOMAIN') changes=dict(load_projection_nodes=int(np.count_nonzero(np.maximum.accumulate(np.maximum(p[start:end+1],0.))!=p[start:end+1])),plastic_projection_nodes=int(np.count_nonzero(np.maximum.accumulate(np.maximum(raw_hp,0.))!=raw_hp)),duplicate_load_nodes_removed=int((~keep).sum()),padding_nodes_excluded=len(p)-last-1,loading_end_index=end,unloading_start_index=unload,active_last_index=last,source_time_known=reference['values'].get('time_s') is not None,elastic_release_below_observed_min_load_n=float(min(p[unload:last+1])),fit_rms_n=fit['fit_rms_n'],fit_exponent=m) if start:changes.update(loading_start_index=start,pre_contact_nodes_excluded=start) if not accept_projection and any(changes[k] for k in ['load_projection_nodes','plastic_projection_nodes','duplicate_load_nodes_removed']):raise ActionRejected('PROJECTION_NOT_ACCEPTED') return dict(load=xp,plastic=hp,coefficient=a,exponent=m,maximum_load=float(xp[-1]),projection=changes) class AntonpaarHit300Runtime: def __init__(self,instance_id='hit300_01'): self.instance_id=instance_id;self.plant=None;self.specimen=None;self.reference=None;self.model=None;self.power=False;self.clamped=False;self.contact=False;self.laser=False;self.emergency=False;self.stage_x=.02;self.stage_y=.02;self.target_x=.02;self.stage_speed=.005;self.head_lift=.09;self.head_target=.09;self.force=0.;self.force_target=0.;self.plastic_depth=0.;self.temperature=296.15;self.initial_temperature=296.15;self.observed_force=0.;self.observed_tip=0.;self.observed_ring=0.;self.mass_loaded=0.;self.mass_recovered=0.;self.deformed_volume=0.;self.mechanical_input=0.;self.elastic_recovered=0.;self.plastic_work=0.;self.heat_input=0.;self.heat_loss=0.;self.thermal_excess_j=0.;self.damage=[];self.active_damage=None;self.method=copy.deepcopy(METHOD_EXAMPLE);self.calibration=copy.deepcopy(CALIBRATION_EXAMPLE);self.phase='idle';self.point_phase='idle';self.phase_elapsed=0.;self.indent_index=0;self.completed=0;self.elapsed=0.;self.rows=[];self.point_results=[];self.operation_start=0.;self.operation_id=None;self.operation_method=None;self.operation_calibration=None;self.operation_reference=None;self.operation_source=None;self.operation_projection=None;self.error=None;self.records={};self._counter=0;self.time_s=0.;self._ticks=0;self._remainder=0.;self.revision=0;self._requests={};self._owners={};self._cancel_operations={};self._principals={'agent':'agent','evaluator':'evaluator'} def register_principal(self,principal_id,visibility='agent'): if not isinstance(principal_id,str) or not principal_id or principal_id in self._principals or visibility not in ('agent','debug','evaluator'):raise ActionRejected('REQUEST_CONFLICT') self._principals[principal_id]=visibility def session(self,principal_id='agent'): if principal_id not in self._principals:raise ActionRejected('ACCESS_DENIED') return AntonpaarHit300Session(self,principal_id) def describe(self):return export_antonpaar_hit300_contract_metadata() def _moving(self):return bool(abs(self.stage_x-self.target_x)>1e-12) def _head_moving(self):return bool(abs(self.head_lift-self.head_target)>1e-12) def _elastic(self,p=None): p=self.force if p is None else p;return (p/self.model['coefficient'])**(1/self.model['exponent']) if self.model and p>0 else 0. def _stored(self,p=None): p=self.force if p is None else p;return p*self._elastic(p)/(self.model['exponent']+1) if self.model else 0. def _depth(self):return self.plastic_depth+self._elastic() if self.contact else 0. def _indicated(self): if not self.power:return dict(force=None,depth=None,tip=None,ring=None,reason='POWER_OFF') c=self.calibration;p=(self.observed_force-c['force_zero_n'])/c['force_gain_correction'];h=(self.observed_tip-self.observed_ring-c['depth_zero_m'])/c['depth_gain_correction'];reason=None if abs(p)>.5 or abs(h)>.0002:p=h=None;reason='SENSOR_OVER_RANGE' elif not self.contact:h=None;reason='NO_CONTACT' return dict(force=p,depth=h,tip=self.observed_tip,ring=self.observed_ring,reason=reason) def read(self,role='evaluator'): v=self._indicated();d={'plant.configured':self.plant is not None,'power.enabled':self.power,'clamp.locked':self.clamped,'contact.engaged':self.contact,'specimen.present':self.specimen is not None,'laser.enabled':self.laser,'emergency.latched':self.emergency,'stage.moving':self._moving(),'head.moving':self._head_moving(),'stage.x_m':self.stage_x,'stage.y_m':self.stage_y,'head.lift_m':self.head_lift,'head.penetration_m':self._depth(),'clamp.release_m':0. if self.clamped else .003,'power.angle_rad':.28 if self.power else 0.,'stage.target_x_m':self.target_x,'head.target_lift_m':self.head_target,'force.target_n':self.force_target,'force.indicated_n':v['force'],'depth.indicated_m':v['depth'],'tip.indicated_m':v['tip'],'ring.indicated_m':v['ring'],'thermal.indicated_k':self.temperature if self.power else None,'truth.force_n':self.force,'truth.plastic_depth_m':self.plastic_depth,'truth.elastic_depth_m':self._elastic(),'truth.deformed_volume_m3':self.deformed_volume,'truth.sample_mass_kg':self._volume()*self.specimen['density_kg_m3'] if self.specimen else 0.,'truth.temperature_k':self.temperature,'truth.plastic_work_j':self.plastic_work,'acquisition.phase':self.phase,'acquisition.point_phase':self.point_phase,'acquisition.indent_index':self.indent_index,'acquisition.completed_indents':self.completed,'acquisition.elapsed_s':self.elapsed,'acquisition.points':len(self.rows),'clock.time_s':self.time_s,'observation.unavailable_reason':v['reason']};return copy.deepcopy({k:x for k,x in d.items() if role in ('evaluator','debug') or SLOTS[k]['visibility']=='agent'}) def _volume(self):return self.specimen['length_m']*self.specimen['width_m']*self.specimen['thickness_m'] if self.specimen else 0. def _ledger(self): v=self._volume();mass=v*self.specimen['density_kg_m3'] if self.specimen else 0.;stored=self._stored();thermal=self.thermal_excess_j return dict(sample_loaded_kg=self.mass_loaded,sample_present_kg=mass,sample_recovered_kg=self.mass_recovered,sample_error_kg=self.mass_loaded-mass-self.mass_recovered,pristine_volume_m3=v-self.deformed_volume,deformed_volume_m3=self.deformed_volume,volume_error_m3=v-(v-self.deformed_volume)-self.deformed_volume,mechanical_input_j=self.mechanical_input,elastic_recovered_j=self.elastic_recovered,elastic_stored_j=stored,plastic_work_j=self.plastic_work,energy_error_j=self.mechanical_input-self.elastic_recovered-stored-self.plastic_work,heat_loss_j=self.heat_loss,thermal_stored_j=thermal,thermal_error_j=self.heat_input-self.heat_loss-thermal,heat_input_j=self.heat_input,defect_stored_j=self.plastic_work-self.heat_input) def _result(self): if self.phase!='running' and self.operation_id in self.records:return copy.deepcopy(self.records[self.operation_id]) return dict(operation_id=self.operation_id,phase=self.phase,elapsed_s=self.elapsed,completed_indents=self.completed,rows=copy.deepcopy(self.rows),points=copy.deepcopy(self.point_results),reference_id=self.operation_reference,template_source=self.operation_source,projection_json=self.operation_projection,method_json=self.operation_method,evidence=SYNTHESIS_EVIDENCE+' Force/sensors/frame/drift are independent inputs. Oliver–Pharr uses only observed unloading with explicit area/frame/tip/Poisson calibration; source scalars are not read by the analysis and no manufacturer accuracy/noise claim. Fixed-Y automatic X array; Y remains a manual proxy.' if self.operation_projection and SYNTHESIS_BASIS in self.operation_projection else 'Measured P-h source drives a bounded engineering elastoplastic proxy. Source time is unknown; rate and hold produce an explicit engineering schedule, with no fitted viscoelastic creep. Loading plastic envelope and unloading power law are derived, projection counts retained. Zero-force elastic release below observed tail is explicitly accepted extrapolation. Force/sensors/frame/drift are independent inputs. Oliver–Pharr uses observed unloading with explicit area/frame/tip/Poisson calibration; no hidden true H/E or manufacturer accuracy/noise claim. Fixed-Y automatic X array; Y remains a manual proxy.',error_code=self.error) def invoke(self,capability,**arguments): if capability not in CAPS:raise ActionRejected('UNKNOWN_CAPABILITY') validate(CAPS[capability]['input_schema'],arguments) if capability=='sim.step':self.step(arguments['dt_s']);return {'time_s':self.time_s} before=copy.deepcopy(self.__dict__) try: result=self._invoke(capability,arguments);validate(CAPS[capability]['output_schema'],result) if CAPS[capability]['kind'] not in ('query','analysis'):self.revision+=1 return copy.deepcopy(result) except Exception:self.__dict__.clear();self.__dict__.update(before);raise def _stopped(self): if self.phase=='running' or self._moving() or self._head_moving():raise ActionRejected('BUSY') def _released(self): if self.force>0:raise ActionRejected('LOAD_NOT_RELEASED') def _clear(self): self._stopped();self._released() if self.contact or self.head_lift<.002:raise ActionRejected('HEAD_NOT_CLEAR') def _access(self): self._clear() if self.clamped:raise ActionRejected('CLAMP_LOCKED') if self.plant and self.temperature>self.plant['safe_access_temperature_k']:raise ActionRejected('HOT_SPECIMEN') def _invoke(self,k,a): if k in UNSUPPORTED:raise ActionRejected('UNSUPPORTED') if k=='ledger.read':return self._ledger() if k=='acquisition.result':return self._result() if k=='analysis.oliver_pharr':return oliver_pharr(a['load_n'],a['depth_m'],a['calibration']) if k=='reference.query': r=library()['substances'].get(a['reference_id']) if r is None:raise ActionRejected('INVALID_REFERENCE') return dict(reference_json=json.dumps(r,ensure_ascii=False),template_source=json.dumps(r.get('source'),ensure_ascii=False)) if k=='plant.configure': if self.plant or self.time_s:raise ActionRejected('INITIALIZATION_ONLY') if not a['accept_engineering']:raise ActionRejected('MODEL_NOT_ACCEPTED') if a['temperature_max_k']1e-12):raise ActionRejected('CONTACT_NOT_READY') self.contact=a['engaged'];self.plastic_depth=0.;return a if k=='sensor.calibrate': self._stopped();self._released() if a['fit_min_fraction']>=a['fit_max_fraction'] or a['area_min_depth_m']>=a['area_max_depth_m']:raise ActionRejected('CALIBRATION_DOMAIN') self.calibration=copy.deepcopy(a);return a if k=='sensor.zero': self._clear() if not self.power:raise ActionRejected('NOT_READY') self.calibration.update(force_zero_n=self.observed_force,depth_zero_m=self.observed_tip-self.observed_ring);return {'zeroed':True} if k=='method.configure': self._stopped();self._released() if a['mode']!='quasi_static' or a['control']!='load_rate':raise ActionRejected('UNSUPPORTED') if not a['accept_no_creep_hold']:raise ActionRejected('HOLD_MODEL_NOT_ACCEPTED') if abs(a['sample_interval_s']/DT-round(a['sample_interval_s']/DT))>1e-8:raise ActionRejected('SAMPLING_GRID') self.method=copy.deepcopy(a);return a if k=='acquisition.start': self._stopped();self._released();m=self.method if not self.power or self.emergency or not self.specimen or not self.clamped or not self.contact or self.head_lift>1e-12:raise ActionRejected('NOT_READY') if abs(self.stage_x-m['x_positions_m'][0])>1e-12:raise ActionRejected('STAGE_NOT_AT_START') if self.reference.get('runtime_basis')==SYNTHESIS_BASIS:self.model=synthesis_model(self.reference,self.specimen['accept_projection'],m['peak_load_n']) if m['peak_load_n']>self.model['maximum_load']+1e-14:raise ActionRejected('REFERENCE_LOAD_DOMAIN') positions=m['x_positions_m'];radius=self.specimen['damage_radius_m'] if any(abs(x-y)<2*radius for i,x in enumerate(positions) for y in positions[i+1:]):raise ActionRejected('ARRAY_OVERLAP') if any(math.hypot(x-d['x'],self.stage_y-d['y'])0):raise ActionRejected('POSITION_ALREADY_DAMAGED') if not self.specimen['accept_unknown_conditions'] and self.reference.get('conditions',{}).get('temperature_k') is None:raise ActionRejected('UNKNOWN_REFERENCE_CONDITIONS') c=self.reference.get('conditions',{}) if not self.specimen['accept_condition_transfer']: for key,value in [('load_rate_n_s',m['loading_rate_n_s']),('unload_rate_n_s',m['unloading_rate_n_s']),('hold_s',m['hold_s']),('peak_load_n',m['peak_load_n']),('temperature_k',self.temperature)]: if c.get(key) is not None and abs(c[key]-value)>max(1e-12,abs(value)*1e-6):raise ActionRejected('REFERENCE_CONDITIONS') self._counter+=1;self.operation_id=self.instance_id+':'+str(self._counter);self.operation_start=self.time_s;self.operation_method=json.dumps(m,sort_keys=True);self.operation_calibration=copy.deepcopy(self.calibration);self.operation_reference=self.specimen['reference_id'];self.operation_source=json.dumps(self.reference.get('source'),ensure_ascii=False);self.operation_projection=json.dumps(self.model['projection'],sort_keys=True);self.phase='running';self.elapsed=0.;self.rows=[];self.point_results=[];self.indent_index=0;self.completed=0;self.error=None;self._new_point();return {'operation_id':self.operation_id} if k=='acquisition.stop': if self.phase!='running':raise ActionRejected('NOT_RUNNING') self._finish('cancelled');return {'phase':'cancelled'} if k=='emergency.stop': self.emergency=True;self.target_x=self.stage_x;self.head_target=self.head_lift if self.phase=='running':self._finish('failed','SOFTWARE_STOP') self.force_target=0.;return {'latched':True} if k=='emergency.reset':self._stopped();self._released();self.emergency=False;return {'latched':False} raise ActionRejected('UNKNOWN_CAPABILITY') def _new_point(self): self.contact=True;self.plastic_depth=0.;self.force_target=0.;self.point_phase='loading';self.phase_elapsed=0.;self.active_damage=dict(x=self.stage_x,y=self.stage_y,radius=self.specimen['damage_radius_m'],plastic_depth_m=0.);self.damage.append(self.active_damage);self._record() def _thermal_energy(self,dt,heat): p=self.plant;x=p['heat_loss_w_k']*dt/p['thermal_capacity_j_k'] return self.thermal_excess_j+heat if x==0 else self.thermal_excess_j*math.exp(-x)+heat*(-math.expm1(-x))/x def _thermal(self,dt,heat):return self.plant['ambient_k']+self._thermal_energy(dt,heat)/self.plant['thermal_capacity_j_k'] def _prediction(self,dt,target,slope,plastic): f1,i0,_=force_ramp(self.force,target,slope,self.plant['force_response_tau_s'],dt) if target==0 and slope==0 and f1<=self.plant['force_release_n']:f1=0. hp=self.plastic_depth;work=0. if plastic and f1>self.force: x=self.model['load'];y=self.model['plastic'];extra=float(np.interp(hp,y,x));p=np.unique(np.r_[self.force,x[(x>self.force)&(xself._volume()-self.deformed_volume:reason='SPECIMEN_VOLUME_EXHAUSTED' if self.specimen and depth>self.specimen['thickness_m']:reason='SPECIMEN_THICKNESS' if depth>DEPTH_MAX:reason='DEPTH_RANGE' if f1>FORCE_MAX:reason='FORCE_RANGE' if self._thermal_energy(dt,heat)>self.plant['thermal_capacity_j_k']*(self.plant['temperature_max_k']-self.plant['ambient_k']):reason='THERMAL_MODEL_RANGE' return dict(dt=dt,force=f1,force_integral=i0,plastic_depth=hp,plastic_work=work,delta_volume=dv,heat=heat,temperature=t,thermal_energy=self._thermal_energy(dt,heat),reason=reason) def _sensors(self,dt,mean_force): if not self.power or dt<=0:return p=self.plant;one=-math.expm1(-dt/p['sensor_tau_s']);common=p['common_drift_m_s']*(self.time_s+dt);tip=(self._depth()+p['frame_compliance_m_n']*self.force)*p['depth_gain']+p['depth_offset_m']+common+p['differential_drift_m_s']*(self.time_s+dt);self.observed_force+=one*(mean_force*p['force_gain']+p['force_offset_n']-self.observed_force);self.observed_tip+=one*(tip-self.observed_tip);self.observed_ring+=one*(common-self.observed_ring) def _advance(self,dt,target,slope,plastic): q=self._prediction(dt,target,slope,plastic);reason=q['reason'] if reason: lo=0.;hi=dt for _ in range(45): mid=(lo+hi)/2 if self._prediction(mid,target,slope,plastic)['reason'] is None:lo=mid else:hi=mid dt=lo;q=self._prediction(dt,target,slope,plastic) if dt>0: delta_u=self._stored(q['force'])-self._stored();self.mechanical_input+=max(delta_u,0.)+q['plastic_work'];self.elastic_recovered+=max(-delta_u,0.);self.plastic_work+=q['plastic_work'];self.heat_input+=q['heat'];self.heat_loss+=q['heat']-(q['thermal_energy']-self.thermal_excess_j);self.thermal_excess_j=q['thermal_energy'];self.force=q['force'];self.plastic_depth=q['plastic_depth'];self.deformed_volume+=q['delta_volume'];self.temperature=q['temperature'];self.force_target=max(0.,min(FORCE_MAX,target+slope*dt)) if self.active_damage:self.active_damage['plastic_depth_m']=max(self.active_damage['plastic_depth_m'],self.plastic_depth) self._sensors(dt,q['force_integral']/dt);self.time_s+=dt;self.phase_elapsed+=dt;self.elapsed=self.time_s-self.operation_start if self._indicated()['reason']=='SENSOR_OVER_RANGE':reason='SENSOR_OVER_RANGE' if reason:self._finish('failed',reason) def _record(self): if self.point_phase=='idle':return if self.rows and abs(self.rows[-1]['time_s']-self.time_s)<1e-12 and self.rows[-1]['phase']==self.point_phase and self.rows[-1]['indent_index']==self.indent_index:return v=self._indicated();self.rows.append(dict(time_s=self.time_s,elapsed_s=self.time_s-self.operation_start,indent_index=self.indent_index,phase=self.point_phase,stage_x_m=self.stage_x,stage_y_m=self.stage_y,force_target_n=self.force_target,force_n=v['force'],depth_m=v['depth'],tip_indicated_m=v['tip'],ring_indicated_m=v['ring'],temperature_k=self.temperature if self.power else None,unavailable_reason=v['reason'])) def _point_result(self,phase): if any(p['index']==self.indent_index for p in self.point_results):return rows=[r for r in self.rows if r['indent_index']==self.indent_index and r['phase']=='unloading'];analysis=None;error=None if phase=='succeeded': try: if any(r['force_n'] is None or r['depth_m'] is None for r in rows):raise ActionRejected('UNAVAILABLE_UNLOADING') analysis=oliver_pharr([r['force_n'] for r in rows],[r['depth_m'] for r in rows],self.operation_calibration) except ActionRejected as exc:error=str(exc) else:error='INCOMPLETE_UNLOADING' self.point_results.append(dict(index=self.indent_index,x_m=self.active_damage['x'] if self.active_damage else self.stage_x,y_m=self.stage_y,phase=phase,analysis=analysis,analysis_error=error)) def _finish(self,phase,error=None): self.elapsed=self.time_s-self.operation_start;self._record();self._point_result(phase);self.phase=phase;self.error=error;self.force_target=0.;self.target_x=self.stage_x;self.head_target=self.head_lift;self.records[self.operation_id]=self._result();self.point_phase='idle' def _change_phase(self,phase):self.point_phase=phase;self.phase_elapsed=0.;self._record() def _move(self,dt): self.stage_x+=max(-self.stage_speed*dt,min(self.stage_speed*dt,self.target_x-self.stage_x));self.head_lift+=max(-self.plant['head_speed_m_s']*dt,min(self.plant['head_speed_m_s']*dt,self.head_target-self.head_lift)) def _idle(self,dt): if self.plant: if self.model: q=self._prediction(dt,0.,0.,False);du=self._stored()-self._stored(q['force']);self.elastic_recovered+=du;self.force=q['force'];self.force_target=0. old=self.thermal_excess_j;self.thermal_excess_j=self._thermal_energy(dt,0.);self.temperature=self.plant['ambient_k']+self.thermal_excess_j/self.plant['thermal_capacity_j_k'];self.heat_loss+=old-self.thermal_excess_j;self._sensors(dt,self.force) if self.power and not self.emergency:self._move(dt) self.time_s+=dt def _tick(self): self.time_s=(self._ticks-1)*DT;end=self._ticks*DT while self.time_s2% load reversals or >2% creep nose; tolerance is an engineering analysis domain, not metrology accuracy. hc=hmax-epsilon*Pmax/S; A=c2*hc^2+c1*hc+c0.', 'H=Pmax/A; Er=sqrt(pi)*S/(2*beta*sqrt(A)); E_sample=(1-nu_sample^2)/(1/Er-(1-nu_tip^2)/E_tip). All area/Cf/epsilon/beta/Poisson/tip values explicitly supplied, calibrated area-domain enforced. No sample true H/E field exists.', 'Hold is an explicit no-creep equilibrium proxy, not inferred real viscoelastic response. Dynamic hardware exists but dynamic waveform, Eprime/Edoubleprime/tan(delta) and strain-rate-control are unsupported here.', 'Automatic X line array: unload each point, lift reference head, move X, lower and start next point. Y is manual accepted positioning only. Persistent damage zones prevent duplicate or overlapping indentations; cancellation freezes partial rows and does not undo deformation.', 'Records with runtime_basis=scalar_hardness_modulus_synthesis carry only published scalar H and Er (Er either source-reported or derived from E_IT with the stated sample Poisson ratio and diamond tip E=1141 GPa, nu=0.07). At acquisition.start the curve is SYNTHESIZED at the configured peak P: A=P/H, hc=sqrt(A/c2), S=2*beta*Er*sqrt(A)/sqrt(pi), hmax=hc+epsilon*P/S, he=m*P/S, elastic P=a*he^m with a=P/he^m, loading h=hmax*sqrt(P/Pmax). Peak load is bounded by the record load_domain_max_n; projection_json.basis and result evidence label the synthesis; it is never relabelled as a measured curve.' ],parameters={},source_ids=['manufacturer_specs','simulation_assumption','brittle_nanoindentation_2018'],limitations=['Cross-instrument P-h empirical reference is not native HIT300 calibration.','No time axis was measured in the selected source exports. Prescribed loading rates and holds do not create empirical creep kinetics.','No fracture, cracking, pile-up morphology, substrate-film inverse model, strain-rate constitutive law or viscoelastic rheology is solved.','Source raw P-h and derived loading/unloading proxy are distinct; full source unloading to zero is not available.','Scalar-H/Er records produce a synthesized ideal-Berkovich curve; it reproduces the source H and Er through Oliver–Pharr by construction and carries no information on creep, indentation-size effect, pile-up/sink-in, cracking, film/substrate effects or the true unloading shape (m is source-reported or an assumption).','OP assumes elastic unloading and area calibration, not arbitrary polymer/creep or pile-up validity.','The sample conserves total mass; affected volume and residual depth are engineering proxies, not profilometer measurements.','Within each <=5ms internal step, the sensor model is driven by interval-mean force and endpoint displacement; exact continuous sensor convolution is not claimed.','Actual noise floors, active vibration-isolation performance, physical hardware and standards certification are not verified.']) caps['reference.query']['source_ids'].append('brittle_nanoindentation_2018');caps['analysis.oliver_pharr']['source_ids'].append('oliver_pharr_method') spec=importlib.util.spec_from_file_location('_hit_local_annotations',ROOT/'scripts/asset_runtime/_annotations.py');ann=importlib.util.module_from_spec(spec);spec.loader.exec_module(ann);ann.KEY_ZH.update({k:v['meaning'] for k,v in SLOTS.items()});ann.annotate_export(SLUG,caps,slots,{'indentation':mechanism},inputs={'plant.configure':(PLANT,PLANT_EXAMPLE),'specimen.load':(SAMPLE,SAMPLE_EXAMPLE),'method.configure':(METHOD,METHOD_EXAMPLE),'sensor.calibrate':(CALIBRATION,CALIBRATION_EXAMPLE)}) return dict(asset_type_id=ASSET_TYPE_ID,catalog_id=CATALOG_ID,capabilities=caps,state_slots=slots,mechanisms={'indentation':mechanism})