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高温后锈蚀钢筋混凝土梁抗弯性能分析

Static and Dynamic Finite Element Analysis of Flexural Performance of Corroded Reinforced Concrete Beams After High Temperature
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摘要 当前基于锈蚀的高温后钢筋混凝土梁试验研究较多,针对锈蚀梁试验的静力有限元分析较少,在理论研究以及试验验证方面存在一定不足。论文通过相关文献提供的试验数据采用ABAQUS有限元软件进行高温后锈蚀钢筋混凝土梁抗弯性能的静力数值模拟分析。 At present,there were many experimental researches on corrosion-based reinforced concrete beams after high temperature,and there were few finite element analysis for experiments.There were certain deficiencies in theoretical research and experimental verification.This article used the test data provided by relevant documents to carry out static and dynamic finite element analysis of flexural performance of corroded reinforced concrete beams after high temperature.
作者 吕丽萍 刘才玮 李令辉 LV Li-ping;LIU Cai-wei;LI Ling-hui(College of Civil Engineering,Qingdao University of Technology,Qingdao 266033,China)
出处 《建材世界》 2022年第3期86-89,共4页 The World of Building Materials
基金 国家级大学生创新创业训练计划立项项目(项目编号:S202010429094).
关键词 高温后 锈蚀 抗弯性能 有限元 after high temperature corrosion flexural performance finite element
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