[1]范志良,宋启根.钢筋混凝土矩形板非线性有限元分析[J].东南大学学报(自然科学版),1990,20(1):47-53.[doi:10.3969/j.issn.1001-0505.1990.01.007]
 Fan Zhiliang,Song Qigen.Nonlinear Analysis of Reinforced Concrete Rectangular Slabs Using Finite Element Method[J].Journal of Southeast University (Natural Science Edition),1990,20(1):47-53.[doi:10.3969/j.issn.1001-0505.1990.01.007]
点击复制

钢筋混凝土矩形板非线性有限元分析()
分享到:

《东南大学学报(自然科学版)》[ISSN:1001-0505/CN:32-1178/N]

卷:
20
期数:
1990年第1期
页码:
47-53
栏目:
本刊信息
出版日期:
1990-01-20

文章信息/Info

Title:
Nonlinear Analysis of Reinforced Concrete Rectangular Slabs Using Finite Element Method
作者:
范志良宋启根
东南大学土木工程系; 东南大学土木工程系
Author(s):
Fan Zhiliang Song Qigen
Department of Civil Engineering
关键词:
钢筋混凝土 有限元法 非线性结构分析
分类号:
+
DOI:
10.3969/j.issn.1001-0505.1990.01.007
摘要:
用有限元法对单调横向荷载作用下的钢筋混凝土矩形板作了非线性分析.建立了考虑板中弯曲-拉(压)耦合效应的4节点20自由度分层矩形单元模式.采用了等效单轴应力应变混凝土本构模式.编制了计算程序,并对两块钢筋混凝土板作了计算.计算结果与相应的试验结果符合较好.还讨论了开裂混凝土拉伸劲化效应对计算结果的影响.

相似文献/References:

[1]刘界鹏,王伟,张小冬.钢筋混凝土与型钢混凝土超短柱的滞回性能试验研究[J].东南大学学报(自然科学版),2009,39(6):1193.[doi:10.3969/j.issn.1001-0505.2009.06.021]
 Liu Jiepeng,Wang Wei,Zhang Xiaodong.Seismic behavior of reinforced-concrete and steel reinforced concrete ultra short columns[J].Journal of Southeast University (Natural Science Edition),2009,39(1):1193.[doi:10.3969/j.issn.1001-0505.2009.06.021]
[2]潘华,邱洪兴.钢筋混凝土受弯构件正截面疲劳性能数值模拟[J].东南大学学报(自然科学版),2006,36(6):997.[doi:10.3969/j.issn.1001-0505.2006.06.025]
 Pan Hua,Qiu Hongxing.Numerical simulation of fatigue performance of reinforced concrete flexural components[J].Journal of Southeast University (Natural Science Edition),2006,36(1):997.[doi:10.3969/j.issn.1001-0505.2006.06.025]
[3]曹万林,张建伟,陶军平,等.内藏桁架的混凝土组合低剪力墙试验[J].东南大学学报(自然科学版),2007,37(2):195.[doi:10.3969/j.issn.1001-0505.2007.02.004]
 Cao Wanlin,Zhang Jianwei,Tao Junping,et al.Experimental study on low-rise RC shear wall with concealed truss[J].Journal of Southeast University (Natural Science Edition),2007,37(1):195.[doi:10.3969/j.issn.1001-0505.2007.02.004]
[4]程远兵,康谷贻,程文瀼.钢筋混凝土弯扭构件的全过程分析[J].东南大学学报(自然科学版),2006,36(1):97.[doi:10.3969/j.issn.1001-0505.2006.01.020]
 Cheng Yuanbing,Kang Guyi,Cheng Wenrang.Whole working history analysis of reinforced concrete members subjected to flexure-torsion loads[J].Journal of Southeast University (Natural Science Edition),2006,36(1):97.[doi:10.3969/j.issn.1001-0505.2006.01.020]
[5]贡金鑫,王海超,李金波.腐蚀环境中荷载作用对钢筋混凝土梁腐蚀的影响[J].东南大学学报(自然科学版),2005,35(3):421.[doi:10.3969/j.issn.1001-0505.2005.03.021]
 Gong Jinxin,Wang Haichao,Li Jinbo.Effect of loading on corrosion of reinforced concrete beam exposed in corroded environment[J].Journal of Southeast University (Natural Science Edition),2005,35(1):421.[doi:10.3969/j.issn.1001-0505.2005.03.021]
[6]徐秀丽,刘伟庆,蓝宗建,等.碳纤维加固钢筋混凝土受扭梁的试验研究[J].东南大学学报(自然科学版),2001,31(4):67.[doi:10.3969/j.issn.1001-0505.2001.04.016]
 Xu Xiuli,Liu Weiqing,Lan Zongjian,et al.Experimental Study on Torsional Reinforced Concrete Beam Strengthened with Carbon Fiber Reinforced Plastics[J].Journal of Southeast University (Natural Science Edition),2001,31(1):67.[doi:10.3969/j.issn.1001-0505.2001.04.016]
[7]李爱群,曹征良.钢筋混凝土抗震连系梁的设计与施工[J].东南大学学报(自然科学版),1997,27(3):1.[doi:10.3969/j.issn.1001-0505.1997.03.001]
 Li Aiqun,Cheng Wenrang,Cao Zhengliang.Design and Construction of Aseismic Reinforced Concrete Coupling Beams[J].Journal of Southeast University (Natural Science Edition),1997,27(1):1.[doi:10.3969/j.issn.1001-0505.1997.03.001]
[8]秦云,冯秀娟.螺栓球节点网架封板连接的弹塑性分析[J].东南大学学报(自然科学版),1995,25(6):81.[doi:10.3969/j.issn.1001-0505.1995.06.015]
 Qin Yun,Fen Xiujuan,Fen Xiujuan.Elasto-Plastic Analysis of Sealing Plate Joinders in Space Grid with Bolt Sphere Joints[J].Journal of Southeast University (Natural Science Edition),1995,25(1):81.[doi:10.3969/j.issn.1001-0505.1995.06.015]
[9]赵晓华,薛国亚,宋启根.带裂缝钢筋混凝土板的断裂力学分析[J].东南大学学报(自然科学版),1994,24(3):8.[doi:10.3969/j.issn.1001-0505.1994.03.002]
 Zhao Xiaohua,Xue,Guoya,et al.Analysis of Reinforced Concrete Plate with Cracks by Fracture Mechanics[J].Journal of Southeast University (Natural Science Edition),1994,24(1):8.[doi:10.3969/j.issn.1001-0505.1994.03.002]
[10]蓝宗建,黄兴棣,田安国,等.钢筋混凝土围套加固偏心受压柱的试验研究[J].东南大学学报(自然科学版),1994,24(3):112.[doi:10.3969/j.issn.1001-0505.1994.03.019]
 Lan Zongjian,Huang,Xingdi,et al.An Experimental Investigation on the RC Eccentric Compression Column Strengthened by the Enclosure[J].Journal of Southeast University (Natural Science Edition),1994,24(1):112.[doi:10.3969/j.issn.1001-0505.1994.03.019]

备注/Memo

备注/Memo:
国家自然科学基金
更新日期/Last Update: 2013-04-21