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FEM STUDY · 1.0

D31.5 disc spring A-L/FEM correlation

The D31.5 R0.25 axisymmetric contact model differs from A-L by approximately +1.57% at 75% travel.

Purpose

Equal-displacement comparison of A-L, manufacturer, FEM and experiment within the declared range.

Solver / version

Abaqus Standard

Material model

51CrV4;E=206000 MPa;ν=0.3;isotropic elastic

Boundary conditions

二维轴对称模型;下刚性压板约束,上刚性压板施加轴向位移。

Applicability

仅适用于 D31.5×16.3×1.75×2.45 名义几何、R0.25 截面及 20%~75% h0;100% 附近接触锁死,不作为 FEM 载荷验证。

Contact / friction

刚性压板与 R0.25 矩形圆角截面接触;完全压平段存在接触锁死。

Mesh / convergence

R0.25 圆角矩形截面结构网格,322 节点、270 单元。 75% 行程同位移相关性已确认;完全接触段因数值刚化排除。

A-L / manufacturer / FEM / experiment at equal displacement

Evidence level: al_correlated · package d315-r025-al-correlation v1.0

Displacement mmA-L NManufacturer NFEM NExperiment NFEM vs A-L
0.1444115711822.15%
0.1575125812892.45%
0.1706135813942.66%
0.1837145714982.77%
0.1969155616012.91%
0.2100165516972.55%
0.2231175217902.15%
0.2362184918831.80%
0.2494194619721.32%
0.2625204220610.92%
0.2756213721550.82%
0.2888223222551.02%
0.3019232723551.23%
0.3150242124531.34%
0.3281251425501.43%
0.3412260726471.53%
0.3544270027431.59%
0.3675279228381.66%
0.3806288429331.72%
0.3937297530271.76%
0.4069306631221.81%
0.4200315732151.83%
0.4331324733081.86%
0.4462333734001.89%
0.4594342734911.87%
0.4725351635811.85%
0.4856360536711.81%
0.4988369437581.74%
0.5119378338461.67%
0.52503871387139321.57%

后台数据图表

Equal-displacement load comparison

Displacement (mm)A-L formula (N)Manufacturer (N)FEM (N)
0000
0.013125109
0.01474
0.02625217
0.028198
0.039375325
0.042320
0.0525431
0.063502
0.065625537
0.07875642
0.091875747
0.0945770
0.105850
0.118125953
0.12951061
0.131251055
0.1443751157
0.15751258
0.16451346
0.1706251358
0.183751457
0.1968751556
0.199499991622
0.211655
0.2231251752
0.234500011871
0.236251849
0.2493751946
0.26252042
0.269499992108
0.2756252137
0.288752232
0.3018752327
0.304500012375
0.3152421
0.3281252514
0.339500012634
0.341252607
0.3543752700
0.36752792
0.374500012889
0.3806252884
0.393752975
0.4068753066
0.40953140
0.423157
0.4331253247
0.44453388
0.446253337
0.4593753427
0.47253516
0.47953630
0.4856253605
0.498753694
0.5118753783
0.514500023864
0.525387138713932

Evidence package

Files are released by evidence sensitivity. Public summaries are open; member files require sign-in; raw solver evidence requires sales approval.

FEM load-displacement data · Member downloadA-L comparison data · Public

Complete engineering data

Raw files and detailed reports require registration and sales approval.

Contact engineering