[1]朱海堂,吉瑞林,张静..钢筋混凝土平面问题单元模型研究[J].郑州大学学报(工学版),2002,23(04):60-63.[doi:10.3969/j.issn.1671-6833.2002.04.017]
 ZHU Haiting,Ji Ruilin,Zhang Jing.Element model study of reinforced concrete plane problem[J].Journal of Zhengzhou University (Engineering Science),2002,23(04):60-63.[doi:10.3969/j.issn.1671-6833.2002.04.017]
点击复制

钢筋混凝土平面问题单元模型研究()
分享到:

《郑州大学学报(工学版)》[ISSN:1671-6833/CN:41-1339/T]

卷:
23
期数:
2002年04期
页码:
60-63
栏目:
出版日期:
1900-01-01

文章信息/Info

Title:
Element model study of reinforced concrete plane problem
作者:
朱海堂吉瑞林张静.
郑州大学环境与水利学院,河南,郑州,450002, 河南省第五建筑工程公司,河南,郑州,450007, 郑州市城市规划勘测设计研究院,河南,郑州,450007
Author(s):
ZHU Haiting; Ji Ruilin; Zhang Jing
关键词:
钢筋混凝土 有限元 单元模型 刚度矩阵
Keywords:
DOI:
10.3969/j.issn.1671-6833.2002.04.017
文献标志码:
A
摘要:
针对现有钢筋混凝土平面单元模型所存在的问题,建立了在各种配筋形式下钢筋混凝土平面问题四边形单元组合模型,导出了这些模型的单元刚度矩阵的一般表达式.与弥散单元模型的对比分析表明,组合单元模型不仅符合有限元离散的基本理论,而且可较精确地反映钢筋的实际结构作用,具有较强的实用性.
Abstract:
Aiming at the problems existing in the existing reinforced concrete plane element models, the combined model of the reinforced concrete plane problem quadrilateral elements under various reinforcement forms is established, and the general expression of the element stiffness matrix of these models is derived. The comparative analysis with the diffusion element model shows that the combined element model not only conforms to the basic theory of finite element discretization, but also can accurately reflect the actual structural effect of steel bars, which has strong practicability.

相似文献/References:

[1]宋林涧,赵军.钢筋混凝土剪力墙在竖向荷载作用下的稳定性分析[J].郑州大学学报(工学版),2020,41(02):80.[doi:10.13705/j.issn.1671-6833.2020.03.007]
 Song Linjian,Zhao Jun.The Stability Analysis of Reinforced Concrete Shear Wall under Axial Compression[J].Journal of Zhengzhou University (Engineering Science),2020,41(04):80.[doi:10.13705/j.issn.1671-6833.2020.03.007]
[2]莫石秀,郭月芹..隔热板埋深对冻土路基温度场的影响分析[J].郑州大学学报(工学版),2010,31(03):77.[doi:10.3969/j.issn.1671-6833.2010.03.020]
 Mo Shixiu,Guo Yueqin.Analysis of the influence of buried depth of heat insulation board on the temperature field of frozen soil subgrade[J].Journal of Zhengzhou University (Engineering Science),2010,31(04):77.[doi:10.3969/j.issn.1671-6833.2010.03.020]
[3]张军,张恒,张洛明,等.基于接触的销钉孔塑性变形分析[J].郑州大学学报(工学版),2010,31(04):81.[doi:10.3969/j.issn.1671-6833.2010.04.020]
[4]张俊光,刘永健,姚晓荣,等.刚性悬索加劲钢桁梁桥结构参数敏感性分析[J].郑州大学学报(工学版),2010,31(05):55.[doi:10.3969/j.issn.1671-6833.2010.05.014]
[5]李清富,辛保兵,李科..基于SVM的预应力混凝土梁有效预应力识别[J].郑州大学学报(工学版),2011,32(01):18.[doi:10.3969/j.issn.1671-6833.2011.01.005]
[6]雷少敏,唐华平,朱维南..3ZX平面铣床横梁有限元分析及优化研究[J].郑州大学学报(工学版),2011,32(03):60.[doi:10.3969/j.issn.1671-6833.2011.03.015]
[7]周灿,王建军,邓圭玲..高速机床恒定循环水温暖机的仿真与实验研究[J].郑州大学学报(工学版),2011,32(05):121.[doi:10.3969/j.issn.1671-6833.2011.05.030]
[8]李成,朱红红,铁瑛,等.销钉连接接触面的应力有限元计算与分析[J].郑州大学学报(工学版),2012,33(01):84.[doi:10.3969/j.issn.1671-6833.2012.01.021]
 LI Cheng,ZHU Honghong,TIE Ying,et al.Stress Calculation and Analysis of Connection Interface of Pin Joints with FEM[J].Journal of Zhengzhou University (Engineering Science),2012,33(04):84.[doi:10.3969/j.issn.1671-6833.2012.01.021]
[9]吴梦喜,邓琴芳,黄艳北..堤基管涌动态发展的数值模拟[J].郑州大学学报(工学版),2012,33(05):66.[doi:10.3969/j.issn.1671-6833.2012.05.015]
 WU Mengxi,DENG Qinfang,HUANG Yanbei.Numerical Simulation of the Dynamic Process of Levee Foundation Piping[J].Journal of Zhengzhou University (Engineering Science),2012,33(04):66.[doi:10.3969/j.issn.1671-6833.2012.05.015]
[10]韩增盛,马松花..地铁车辆吸能装置耐碰撞性分析[J].郑州大学学报(工学版),2012,33(06):41.[doi:10.3969/j.issn.1671-6833.2012.06.010]
 HAN Zengsheng,MA Songhua.Analysis of Crashworthiness of Energy-Absorbing Componentin the Metro Vehicle Car-body[J].Journal of Zhengzhou University (Engineering Science),2012,33(04):41.[doi:10.3969/j.issn.1671-6833.2012.06.010]
[11]王家林,陈山林..钢筋混凝土平面问题的含梁组合单元模型[J].郑州大学学报(工学版),2005,26(02):72.[doi:10.3969/j.issn.1671-6833.2005.02.018]
 Wang Jialin,Chen Shanlin.Model of a beam-containing composite element for reinforced concrete plane problems[J].Journal of Zhengzhou University (Engineering Science),2005,26(04):72.[doi:10.3969/j.issn.1671-6833.2005.02.018]

更新日期/Last Update: 1900-01-01