金属橡胶支座本构模型研究
作者:
作者单位:

甘肃恒石公路检测科技有限公司,甘肃 兰州 730070

作者简介:

张颖周(1989—), 男, 硕士, 工程师, 从事公路与桥梁工程检测工作。

通讯作者:

中图分类号:

U441;U443

基金项目:


Study on Constitutive Model of Metal Rubber Bearing
Author:
Affiliation:

Gansu Hengshi Highway Detection Technology Co., Ltd., Lanzhou 730070, China

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    摘要:

    基于金属橡胶支座的压缩试验结果,系统开展了其力学特性的研究。通过试验数据分析,明确了切线模量与应力之间的显著线性关系;进而采用解析积分方法,构建了以指数函数形式表征的压缩本构模型。结果表明:该支座的切线模量随应力增长呈现良好的线性变化趋势;所提出的指数型本构模型能准确刻画其非线性应力–应变响应,且与试验数据高度吻合。研究结果不仅为金属橡胶支座的精细化力学建模提供了理论支撑与方法依据,亦对其结构优化设计及工程应用具有重要指导价值;同时,为相关数值模拟分析奠定了坚实的理论与方法学基础。

    Abstract:

    Based on the compression test results of metal rubber bearings, a systematic study of its mechanical properties is carried out. Through experimental data analysis, a significant linear relationship between tangent modulus and stress is identified. Furthermore, the analytical integration method is used to build a compression constitutive model represented in the form of an exponential function. The results indicate that the tangent modulus of the bearing presents a good linear variation trend with increasing stress. The proposed exponential constitutive model can accurately depict its nonlinear stress-strain response and closely aligns with experimental data. The research result not only provides theoretical support and methodological basis for the refined mechanical modeling of metal rubber bearing, but also has the significant guiding value for its structural optimization design and engineering applications. Simultaneously, a solid theoretical and methodological foundations are laid for related numerical simulation analysis.

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引用本文

张颖周.金属橡胶支座本构模型研究[J].城市道桥与防洪,2026,(7):104-107.

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  • 收稿日期:2026-03-11
  • 最后修改日期:2026-04-02
  • 录用日期:2026-04-03
  • 在线发布日期: 2026-07-09
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