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桥梁拱脚中预应力等代荷载的计算
引用本文:丁淑蓉,阮江涛,岳澄,李凤芹,王桢. 桥梁拱脚中预应力等代荷载的计算[J]. 机床与液压, 2004, 0(12): 86-87,58
作者姓名:丁淑蓉  阮江涛  岳澄  李凤芹  王桢
作者单位:天津大学力学系,天津300072;铁道部第三勘测设计院桥梁处,天津300142
摘    要:以桥梁拱脚为例,依据实验结果提出了一种模拟预应力钢索与索道壁之间接触压力等代荷载的实用的方法。通过对有限元计算结果与实验结果进行比较,可以看到此种模拟等代荷载的方法有很高的精度。

关 键 词:桥梁拱脚  预应力钢索  等代荷载  自平衡力系  有限元法
文章编号:1001-3881(2004)12-086-2

Calculation for Equivalent Load of the Prestressed Tendon
DING Shu-rong,RUAN Jiang-tao,YUE Cheng,LI Feng-qin,WANG Zhen. Calculation for Equivalent Load of the Prestressed Tendon[J]. Machine Tool & Hydraulics, 2004, 0(12): 86-87,58
Authors:DING Shu-rong  RUAN Jiang-tao  YUE Cheng  LI Feng-qin  WANG Zhen
Affiliation:DING Shu-rong1,RUAN Jiang-tao1,YUE Cheng1,LI Feng-qin2,WANG Zhen2
Abstract:Taking an arch foot as an example,a practical m et hod was proposed to simulate the contact pressure of the prestressed tendon acco rding to the experiment.Through comparing the finite element results with the ex perimental ones,the result shows that the simulating method of contact pressure has a very high precision.
Keywords:Arch foot  Prestressed tendon  Equivalent load  Self -balancing force system  FEM
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