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地铁基坑钢管支撑截面塑性发展系数研究
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作者 袁聚亮 《建筑技术开发》 2017年第07X期62-63,共2页
对郑州地铁车站基坑工程中常用钢管支撑的设计计算和施工现状进行了调查,探讨了钢支撑截面塑性发展系数和适用范围,并通过对钢支撑技术参数调查,提出了在车站基坑内支撑设计计算中不考虑截面塑性发展系数可有效降低安全风险,同时对支撑... 对郑州地铁车站基坑工程中常用钢管支撑的设计计算和施工现状进行了调查,探讨了钢支撑截面塑性发展系数和适用范围,并通过对钢支撑技术参数调查,提出了在车站基坑内支撑设计计算中不考虑截面塑性发展系数可有效降低安全风险,同时对支撑体系设计提出了建议。 展开更多
关键词 地铁车站 基坑支护 钢管支撑 塑性发展系数
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Inelastic Deformation Analysis of Aluminum Bending Members 被引量:2
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作者 程明 石永久 王元清 《Tsinghua Science and Technology》 SCIE EI CAS 2006年第6期648-656,共9页
Aluminum alloys are typical nonlinear materials, and consequently bending members made of this material exhibit a nonlinear behavior. Most design codes do not pay much attention to such deformations and adopt a simple... Aluminum alloys are typical nonlinear materials, and consequently bending members made of this material exhibit a nonlinear behavior. Most design codes do not pay much attention to such deformations and adopt a simple linear analysis for the calculation of deflections. This paper presents an investigation of the nonlinear deformation of aluminum bending members using the finite-element analysis (FEA). The plastic adaptation coefficient, which can be used to limit the residual deflection, is introduced, and the influence of residual deflection is investigated. A method for evaluating the plastic adoption coefficient is proposed. This paper also shows the load-deflection curve of aluminum bending members and the influence of several parameters. A semi-empirical formula is derived, and some numerical examples are given by FEA. The coefficients of the semi-empirical formula are modified by the FEA results using the nonlinear fitting method. Based on these results, two improved design methods for strength and deformation of aluminum bending members are proposed. Through the comparison with test data, these methods are proved to be suitable for structural design. 展开更多
关键词 aluminum bending member residual deformation plastic adaptation coefficient load-deflection relationship nonlinear fitting
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