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初始几何缺陷模式对单层球面网壳抗震性能的影响 被引量:4
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作者 张明 侯积英 +1 位作者 支旭东 李文亮 《振动与冲击》 EI CSCD 北大核心 2021年第5期33-38,74,共7页
为探索地震作用下单层网壳的最不利初始几何缺陷分布模式,对施加四种初始几何缺陷的单层球面网壳分别开展了抗震性能研究。参照相关文献选取一致缺陷模态一、一致缺陷模态二,特征值缺陷及一阶振型缺陷四种典型的初始几何缺陷分布模式,... 为探索地震作用下单层网壳的最不利初始几何缺陷分布模式,对施加四种初始几何缺陷的单层球面网壳分别开展了抗震性能研究。参照相关文献选取一致缺陷模态一、一致缺陷模态二,特征值缺陷及一阶振型缺陷四种典型的初始几何缺陷分布模式,并介绍了四种初始几何缺陷模式的理论计算公式及施加于理想网壳的方法;通过有限元建模分析,考察了施加四种初始几何缺陷模式后单层网壳的变形及自振频率变化;分别对跨度为100 m和其它不同参数的单层球面网壳施加上述四种初始几何缺陷模式、并分别输入七条选取于唐山地震主震实测三向地震动记录开展动力时程分析,考察四种初始几何缺陷模式对单层网壳动力工作性能及承载能力的影响。结果显示,对于矢跨比为1/3的单层球面网壳,施加一致缺陷模态一后网壳的最大节点位移值较大;其它参数的单层球面网壳,施加了特征值初始几何缺陷模式后网壳的最大节点位移值较大。该研究可对单层网壳开展动力工作性能分析及结构设计考虑地震作用时最不利初始几何缺陷模式的选取提供参考。 展开更多
关键词 初始几何缺陷模式 单层球面网壳 抗震性能 动力时程分析 动力响应
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Experimental and numerical investigation of failure mode in geometrically imperfect DP590 steel
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作者 ZHUANG XinCun XU Cheng ZHAO Zhen 《Science China(Technological Sciences)》 SCIE EI CAS CSCD 2015年第3期476-484,共9页
Various microstructure-level finite element models were generated according to the real microstructure of DP590 steel to capture the mechanical behavior and fracture mode.The failure mode of the dual-phase(DP)steels,m... Various microstructure-level finite element models were generated according to the real microstructure of DP590 steel to capture the mechanical behavior and fracture mode.The failure mode of the dual-phase(DP)steels,mainly resulting from microstructure-level inhomogeneity and initial geometrical imperfection,was predicted using the plastic strain localization theory.In addition,dog-bone-type tensile test specimens with different edge qualities were prepared and the deformation processes were recorded using a digital image correlation system.When the steel exhibited no initial geometrical imperfection,void initiation was triggered by decohesion between martensite and ferrite which was predicted based on the severe strain concentration,or tensile stress in areas where stress triaxiality and strain values were high.Final failure was caused by shear localization in the vicinity.Moreover,the initial geometrical imperfections severely affected the overall ductility and failure mode of the DP590steel.When initial geometrical imperfections were deeply ingrained,an incipient crack began at the site of initial geometrical imperfection,and then caused progressive damage throughout the microstructure,from the area of shear localization to the final fracture.Overall,the depth of the geometrical imperfection was the critical factor in determining whether internal decohesion or a local crack plays a dominant role. 展开更多
关键词 representative volume element dual-phase(DP) steel geometrical imperfection failure mode
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