|本期目录/Table of Contents|

[1]姜峰,徐勇,王朝波.基于网格自适应的钢筋混凝土随机有限元分析[J].建筑科学与工程学报,2007,24(01):69-73.
 JIANG Feng,XU Yong,WANG Zhao-bo.Reinforced Concrete Stochastic Finite Element Analysis Based on Mesh Self-adaption[J].Journal of Architecture and Civil Engineering,2007,24(01):69-73.
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基于网格自适应的钢筋混凝土随机有限元分析(PDF)
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《建筑科学与工程学报》[ISSN:1673-2049/CN:61-1442/TU]

卷:
24卷
期数:
2007年01期
页码:
69-73
栏目:
出版日期:
2007-03-20

文章信息/Info

Title:
Reinforced Concrete Stochastic Finite Element Analysis Based on Mesh Self-adaption
作者:
姜峰1,徐勇2,王朝波2
1. 大连理工大学 土木水利学院,辽宁 大连 116023; 2. 同济大学 土木工程学院,上海 200092
Author(s):
JIANG Feng1, XU Yong2, WANG Zhao-bo2
1. School of Civil and Hydraulic Engineering, Dalian University of Technology, Dalian 116023, Liaoning, China; 2. School of Civil Engineering, Tongji University, Shanghai 200092, China
关键词:
钢筋混凝土 裂缝模型 非线性有限元 蒙特卡罗法 自适应
Keywords:
reinforced concrete cracking model nonlinear finite element Monte Carlo method self-adaption
分类号:
TU375
DOI:
-
文献标志码:
A
摘要:
为了在钢筋混凝土结构有限元分析模型中对裂缝进行描述,建立了基于网格自适应的有限元裂缝分析模型,可以比较直观地模拟裂缝的发生和开展过程; 同时引入随机模拟方法,采用蒙特卡罗(Monte Carlo)法处理与裂缝有关的参数。用该方法能够模拟钢筋混凝土结构裂缝出现位置和间距的随机性,而且能改进计算数据的后处理。对跨中受力的钢筋混凝土简支梁进行计算分析,所得裂缝分布和位移均与试验结果吻合良好。结果表明,用该方法对钢筋混凝土结构进行分析是合理的,也是可行的。
Abstract:
A new cracking model for finite element analysis of reinforced concrete structures was described. This model was set up based on mesh self-adaption and could simulate the crack development and continuation process for the failure analysis of reinforced concrete structures. Also, by using Monte Carlo methods with random variables related to crack development, it was found that the uncertainties of fracture position and distribution could be modeled. The post processings of finite element results were also improved. Finally, the computing result of a simply supported beams shows that the crack pattern and displacement of the beam are accordant with the experiment results. The result shows that the current method is rational and feasible.

参考文献/References:

[1] 江见鲸,贺小岗.工程结构计算机仿真分析[M].北京:清华大学出版社,1996. JIANG Jian-jing,HE Xiao-gang.Computer Simulation Analysis of Engineering Structure[M].Beijing:Tsinghua University Press,1996.
[2]康清梁.钢筋混凝土有限元分析[M].北京:中国水利水电出版社,1996. KANG Qing-liang.Finite Element Analysis of Reinforced Concrete[M].Beijing:China Water Conservancy and Electric Power Press,1996.
[3]宋玉普.钢筋混凝土构件非线性有限单元法分析[J].大连工学院学报,1984,23(4):95-104. SONG Yu-pu.Nonlinear Element Analysis of Reinforced Concrete Structure[J].Journal of Dalian Institute of Technology,1984,23(4):95-104.
[4]GEORGE P L.Automatic Mesh Generation-application to Finite Element Methods[M].Paris:John Wiley & Sons,1991.
[5]LOUIS P,SEVENO E.The Advancing-front Mesh Generation Method Revisited[J].International Journal forNumerical Methods in Engineering,1994,37(21):3 605-3 619.
[6]JEREMIC B,STURE S.Tensor Objects in Finite Element Programming[J].International Journal for Numerical Methods in Engineering,1998,41(1):113-126.
[7]KUPFER H B,GERSTLE K H.Behavior of Concrete Under Biaxial Stresses[J].Journal of the Engineering Mechanics Division,1973,99(4):853-866.

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备注/Memo

备注/Memo:
收稿日期:2006-12-05
基金项目:辽宁省科学技术基金项目(20032116)
作者简介:姜 峰(1968-),男,山东烟台人,教授,工学硕士,E-mail:jiangfen@dlut.edu.cn。
更新日期/Last Update: 2007-03-20