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密肋复合板结构非线性数值分析模型研究与验证
引用本文:袁泉,刘海涛,汪训流,赵媛媛.密肋复合板结构非线性数值分析模型研究与验证[J].建筑结构学报,2013,34(5):151-157.
作者姓名:袁泉  刘海涛  汪训流  赵媛媛
作者单位:1.北京交通大学 土木建筑工程学院, 北京 100044; 2.中国电子工程设计院, 北京 100840
基金项目:国家自然科学基金项目,高等学校博士学科点专项科研基金项目
摘    要:综合考虑密肋复合墙体的外框、肋格和填充砌块三部分构成特性,基于通用有限元分析软件,运用分层壳理论及纤维模型理论并结合自定义材料子程序模型,建立了不仅能反映密肋复合板结构整体受力特性还能反映构件开裂、挤压等局部受力特性的密肋复合板结构非线性数值分析模型。通过对3个构件试验和1个结构试验进行数值模拟计算,模拟结果与试验数据吻合较好,验证了本文数值分析模型可用于密肋复合板结构的滞回性能模拟,并具有较高的计算精度。

关 键 词:非线性分析  密肋复合板结构  数值分析模型  滞回性能  

Research and verification of numerical analysis model of multi-ribbed composite slab structures
YUAN Quan,LIU Haitao,WANG Xunliu,ZHAO Yuanyuan.Research and verification of numerical analysis model of multi-ribbed composite slab structures[J].Journal of Building Structures,2013,34(5):151-157.
Authors:YUAN Quan  LIU Haitao  WANG Xunliu  ZHAO Yuanyuan
Affiliation:1.School of Civil Engineering, Beijing Jiaotong University, Beijing 100044, China;; 2.China Electronics Engineering Design Institute, Beijing 100840, China
Abstract:Considering the composition features of outside frame, rib grid and infilling brick of multi-ribbed composite slab structures(MRSS), a nonlinear numerical analysis model was developed based on general finite element software with the application of multi-layer shell theory, fiber model theory and user-defined material model. This model reflects both the structural integrity characteristics and local mechanical behavior such as local cracking or extruding of MRSS. The comparison between the numerical simulation results and the experimental data of three component specimens and one structural specimen, shows that this model can be used in the nonlinear calculation or analysis of large MRSS under complicated conditions and has a high accuracy of prediction.
Keywords:hysteretic behavior  nonlinear analysis  numerical analysis model  multi-ribbed composite slab structures  
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