基于OpenSees的型钢再生混凝土短柱抗剪性能数值模拟

薛建阳; 王成; 马辉; 周升; 张杰

doi:10.13204/j.gyjz201308025

基于OpenSees的型钢再生混凝土短柱抗剪性能数值模拟

doi: 10.13204/j.gyjz201308025

1.
西安建筑科技大学土木工程学院,西安710055

基金项目:

国家自然科学基金项目(51178384);住房和城乡建设部科学技术项目(2012-K2-12);陕西省留学人员科技活动择优项目(陕外专发[2010]26号);陕西省教育厅科研计划项目(12JK0902)

详细信息

作者简介:
第一作者：薛建阳, 男, 1970年出生, 博士, 教授, 博士生导师。电子信箱：jianyang_xue@163.com

中图分类号: TU398.9
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- 文章访问数: 150
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- 被引次数: 0
出版历程
- 收稿日期: 2013-01-30
- 刊出日期: 2013-08-20

NUMERICAL SIMULATION OF SHEAR BEHAVIOR OF STEEL RECYCLED AGGREGATE CONCRETE SHORT COLUMNS BASED ON OPENSEES PROGRAM

1.
College of Civil Engineering,Xi’an University of Architecture and Technology,Xi’an 710055,China

摘要

摘要: 为研究型钢再生混凝土短柱的抗剪性能，推广再生混凝土结构的工程应用，基于OpenSees软件，采用弯剪相互作用的位移型梁柱单元并利用纤维截面建模，对8根型钢再生混凝土短柱在低周反复荷载作用下的抗剪性能进行数值模拟。对比分析再生粗骨料取代率、轴压比以及体积配箍率的变化对型钢再生混凝土短柱抗剪性能的影响规律。结果表明：再生粗骨料取代率为100%的型钢再生混凝土短柱与普通型钢混凝土短柱的抗剪性能接近；轴压比和体积配箍率对型钢再生混凝土短柱的抗剪性能有较大影响；基于OpenSees软件能够模拟型钢再生混凝土短柱在压、弯、剪共同作用下的非线性反应。
- 型钢再生混凝土短柱 /
- 抗剪性能 /
- 低周反复荷载 /
- 再生粗骨料取代率 /
- 轴压比 /
- 体积配箍率
Abstract: In order to study the shear behavior of the steel recycled aggregate concrete short columns and popularize the application of recycled concrete in engineering, the numerical simulations of the shear behavior of 8 steel recycled aggregate concrete short columns under low-cyclic reversed loading were carried out by OpenSees Program based on the flexure-shear interaction displacement-based beam-column element and fiber section.The influence regularity of recycled aggregate replacement ratio, axial compression ratio and volumetric stirrup ratio on the shear behavior of the steel recycled aggregate concrete short columns was analyzed.The results indicate that the shear behavior of steel recycled aggregate concrete short columns is close to that of the steel reinforced concrete short columns, and axial compression ratio and volumetric stirrup ratio have a obvious influence on the shear behavior of the steel recycled aggregate concrete short columns.Non-linear response of the steel recycled aggregate concrete short columns under the combination of compression, bending and shearing action can be simulated by means of OpenSees Program.
- steel recycled aggregate concrete short columns /
- shear behavior /
- low-cyclic reversed loading /
- recycledcoarse aggregate replacement rate /
- axial compression ratio /
- volumetric stirrup ratio

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参考文献(8)

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