| 新型箱状组合压型钢板承载力研究 |
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| 引用本文： | 杨必峰,马人乐,张蓓.新型箱状组合压型钢板承载力研究[J].同济大学学报(自然科学版),2002,30(12):1445-1448. |
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| 作者姓名： | 杨必峰 马人乐 张蓓 |
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| 作者单位： | 同济大学,建筑工程系,上海,200092 |
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| 摘 要： | 箱状组合压型钢板是压型板发展的一种新的结构形式，为进一步研究其性质，介绍了它的现场载荷实验情况，描述了建立有限元模型的过程，结合实验数据比较了3种模型，分析了两种因素对构件性质的影响，并通过实验数据对不同厚度的3种构件的性质做了对比。
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| 关 键 词： | 组合压型钢板 非线性有限元 现场实验 承载力 |
| 文章编号： | 0253-374X(2002)12-1445-04 |
| 修稿时间： | 2002年1月28日 |
Carrying Capacity Research of New Combined Box Section with Profiled Steel Panels |
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| YANG Bi-feng,MA Ren-le,ZHANG Bei.Carrying Capacity Research of New Combined Box Section with Profiled Steel Panels[J].Journal of Tongji University(Natural Science),2002,30(12):1445-1448. |
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| Authors: | YANG Bi-feng MA Ren-le ZHANG Bei |
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| Abstract: | Combined box section with profiled steel sheets is a new kind of steel panel structure.To study deeply the behaviours of the structure,this paper introduced the on site experiment of the structure,described finite element models.By comparison between the results of three types of models and the experiment data,the two influence factors on the behaviors of the structure are analyzed.Finally,the load bearing capacity and ductility of three profiled steel panels with different thickness are discussed. |
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| Keywords: | combined profiled steel panel nonlinear finite element on site experiment carrying capacity |
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