| 杳晓雄,钟善桐.有初应力钢筋混凝土压弯扭构件非线性有限元分析[J].计算力学学报,1999,16(1):52~57 |
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| 有初应力钢筋混凝土压弯扭构件非线性有限元分析 |
| Nonlinear finite element analysis of concrete filled steel tubular compression bending torsion members under the initial stress |
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| DOI：10.7511/jslx19991009 |
| 中文关键词: 钢管混凝土 初应力 压弯扭 非线性 有限元 |
| 英文关键词:CFST,initial stress,compression bending torsion,nonlinear finite element, |
| 基金项目: |
| 杳晓雄 钟善桐 |
华中理工大学土木系(查晓雄)
，哈尔滨建筑大学(钟善桐)
，华中理工大学(唐家祥)
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| 摘要点击次数: 1685 |
| 全文下载次数: 8 |
| 中文摘要: |
| 钢管初应力是钢管混凝土在大跨度桥梁，高层超高层建筑应用中广大工程技术人员关心的问题，本文在钢材随动强化模型和混凝土边界模型的基础上编制了计算有初应力的钢管钢混凝压弯扭构件全过程曲线的非线性有元程序。 |
| 英文摘要: |
| Steel initial stress is a matter of interest to engineers and technicians when concrete filled steel tubular (CFST) structures are used in long span bridges and highrise or superhigh buildings. Based on the steel follow up strengthening and concrete bounding surface constitutive relationships, this paper writes a nonlinear finite element program for calculating complete curve of CFST compression bending trosion members under the initial stress. It has many characteristics such as in selecting constitutive relationships, setting the finite element model and solving the nonlinear point, so it not only saves many calculating time but also solve the actual engineering matters satisfactorily. |
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