| 基于混凝土损伤塑性模型的框架结构开裂损伤分析 |
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| 引用本文： | 刘书波,刘婺. 基于混凝土损伤塑性模型的框架结构开裂损伤分析[J]. 山西建筑, 2014, 0(2): 49-51 |
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| 作者姓名： | 刘书波 刘婺 |
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| 作者单位： | [1]沈阳建都工程建设监理公司,辽宁沈阳110000 [2]辽宁工程技术大学建筑工程学院,辽宁阜新123000 |
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| 摘 要： | 通过有限元分析软件ABAQUS建立某12层框架结构并进行时程分析,基于混凝土损伤塑性模型,研究了该框架结构在地震作用下的结构开裂损伤发展状况,探讨了应用混凝土损伤塑性模型预测钢筋混凝土框架结构整体损伤及裂缝发展的可行性及存在的问题,为相似的框架结构的损伤破坏提供理论支持。
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| 关 键 词： | 损伤塑性模型 损伤因子 开裂损伤 精细建模 |
analysis of frame structure cracking damage based on concrete damaged plasticity model |
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| LIU Shu-bo,LIU Wu. analysis of frame structure cracking damage based on concrete damaged plasticity model[J]. Shanxi Architecture, 2014, 0(2): 49-51 |
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| Authors: | LIU Shu-bo LIU Wu |
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| Affiliation: | 1. Shenyang Jiandu Supervision Company of Construction Engineering, Shenyang 110000, China; 2. College of Civil Engineering and Architecture, Liaoning Technical University, Fuxin 123000, China) |
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| Abstract: | Based on the ABAQUS software, a 12-story frame structure is modeled with refined finite element method and the nonlinear time-his- tory analysis is carried out to study the damage and crack propagation of the frame structure subjected to seismic excitation. This paper discusses the applicability and problems to predict the overall damage and crack propagation for reinforced concrete structure by using the concrete dam- aged plasticity model, providing theoretical basis for structural design and maintenance. |
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| Keywords: | damaged plasticity model damage parameter crack propagation refined modeling |
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