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| 移动荷载作用下非局部地基梁动力响应分析的有限元法 Dynamic response of beams with nonlocal foundations subjected to moving loads using finite element method |
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| 引用本文： | 姜人伟,申志彬,张亚辉.移动荷载作用下非局部地基梁动力响应分析的有限元法 Dynamic response of beams with nonlocal foundations subjected to moving loads using finite element method[J].计算力学学报,2016,33(3):301-305. |
| 作者姓名： | 姜人伟 申志彬 张亚辉 |
| 作者单位： | 1. 国防科学技术大学航天科学与工程学院,长沙,410073;2. 大连理工大学工业装备结构分析国家重点实验室,大连,116023 |
| 基金项目： | 国家自然科学基金(11302254);国防科技大学科研计划(JC13-01-03)资助项目. |
| 摘 要： | 基于非局部地基理论，推导了移动荷载作用下非局部地基梁动力响应问题的有限元解，分别讨论了地基的非局部参数、刚度、阻尼系数以及移动荷载速度对非局部地基梁动力响应的影响，并比较了非局部结果与局部结果的差异。结果表明，地基的非局部参数、刚度和阻尼是地基梁的动力响应的主要影响参数，地基梁最大响应及其发生的时刻与移动荷载速度有关。研究成果可为轨道地基系统设计提供参考。 |
| 关 键 词： | 移动荷载 非局部地基 有限元 动力响应 轨道地基系统 |
| 收稿时间： | 3/4/2015 12:00:00 AM |
| 修稿时间： | 6/3/2015 12:00:00 AM |
Dynamic response of beams with nonlocal foundations subjected to moving loads using finite element method |
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| JIANG Ren-wei,SHEN Zhi-bin and ZHANG Ya-hui.Dynamic response of beams with nonlocal foundations subjected to moving loads using finite element method[J].Chinese Journal of Computational Mechanics,2016,33(3):301-305. | |
| Authors: | JIANG Ren-wei SHEN Zhi-bin and ZHANG Ya-hui |
| Institution: | School of Aerospace Science and Engineering, National University of Defense Technology, Changsha 410073, China;School of Aerospace Science and Engineering, National University of Defense Technology, Changsha 410073, China;State Key Laboratory of Structural Analysis for Industrial Equipment, Dalian University of Technology, Dalian 116023, China |
| Abstract: | Based on the theory of nonlocal foundations,the response of beams with nonlocal foundations subjected to moving loads is solved using finite element method.The effects of nonlocal parameter,stiffness,damp and velocity of the moving load on dynamic response are discussed,respec-tively.And the differences between nonlocal and local are compared.The results show that nonlocal parameter,stiffness and damp are the main parameters.The maximum response and the moment it occurs depends on the velocity of moving loads.The results and method can be regard as a reference for track foundation system designed. |
| Keywords: | moving load nonlocal foundation finite element dynamic response track foundation system |
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