GAUSS INTEGRATION OF REINFORCED CONCRETE BEAM-COLUMN ELEMENTAL MODEL

Diao Bo; Guo Chong

doi:10.13204/j.gyjz200508013

Volume 35 Issue 8

Dec. 2014

Turn off MathJax

Article Contents

Abstract

References

Article Navigation > INDUSTRIAL CONSTRUCTION > 2005 > 35(8): 52-55

Diao Bo, Guo Chong. GAUSS INTEGRATION OF REINFORCED CONCRETE BEAM-COLUMN ELEMENTAL MODEL[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(8): 52-55. doi: 10.13204/j.gyjz200508013

Citation:

Diao Bo, Guo Chong. GAUSS INTEGRATION OF REINFORCED CONCRETE BEAM-COLUMN ELEMENTAL MODEL[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(8): 52-55. doi: 10.13204/j.gyjz200508013

Diao Bo, Guo Chong. GAUSS INTEGRATION OF REINFORCED CONCRETE BEAM-COLUMN ELEMENTAL MODEL[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(8): 52-55. doi: 10.13204/j.gyjz200508013

Citation:

Diao Bo, Guo Chong. GAUSS INTEGRATION OF REINFORCED CONCRETE BEAM-COLUMN ELEMENTAL MODEL[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(8): 52-55. doi: 10.13204/j.gyjz200508013

PDF( 0 KB)

GAUSS INTEGRATION OF REINFORCED CONCRETE BEAM-COLUMN ELEMENTAL MODEL

doi: 10.13204/j.gyjz200508013

Diao Bo,
Guo Chong

1.
Department of Civil Engineering,Beijing University of Aeronautics and Astronautics Beijing 100083

Received Date: 2005-02-02
Publish Date: 2005-08-20

Abstract

Abstract

Based on derive beam-column element model of reinforced concrete,reinforced concrete structures are analized to take into account the effect of the number of Gauss point on the nonlinear analysis results when finite element stiffness is integrated.The difference between two concrete - relations are compared with nonlinear analysis of cross -section.The two relations are suggested by the current code for design of concrete structures,one is used for calculation of bearing capacity under bending and compression, the other is used for nonlinear analysis of concrete structures.The analytic results are compared with experimental data and suggestions on suitable Gauss integration points are given for reinforced concrete beam -colimn element.
- reinforced concrete,
- beam -column element,
- nonlinear analysis,
- Gauss integration

FullText(HTML)

References(8)

References

GB 50010-2002 混凝土结构设计规范;

[2] 叶英华,刁波.Nonlinear Analysis of Concrete Structures,哈尔滨:哈尔滨工业大学出版社,1996.35～38;

[3] Diao Bo,Sparowitz Lutz,Ye Yinghua.Strength Analysis of Reinforced Concrete Columns with Arbitrary Cross-Section under Bieccentric Loading,Progress in Natural Science,2001,11(4):309～315;

[4] Diao Bo,Ye Yinghua.Computer Analysis of Arbitrary Reinforced Concrete Cross-Section under Bieccentric Load,Progress in Natural Science,2000,10(4):302～306;

[5] 叶英华.任意形状钢筋混凝土截面非线性全过程分析.哈尔滨建筑大学学报,1995,28(5):12～16;

[6] 刁学东,刁波,叶英华,等.我国规范与CEB规范建议的本构关系对钢筋混凝土正截面分析的影响.工业建筑,2004,34(5):70～72;

[7] 王勖成,绍敏.有限单元法基本原理和数值分析.清华大学出版社,1998.129～130;

[8] Wang G G.Nonlinear Analysis of Rinforced Concrete Columns by Cubic-Spline Function,Journal of Engineering Mechanics,1998(7):803～810

Relative Articles

[1]	CHEN Yu, LEI Min. Effects of Column Transverse Stiffeners on Ductility of T-Shaped Welded Beam-to-Column Connections[J]. INDUSTRIAL CONSTRUCTION, 2024, 54(12): 149-155. doi: 10.3724/j.gyjzG22112907
[2]	WANG, Bowen, LIU, Yang. ANALYSIS OF BOND PROPERTIES DEGRADATION OF REINFORCED CONCRETE MEMBERS UNDER COUPLING ACTION[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(1): 125-129,141. doi: 10.13204/j.gyjz202001020
[3]	Sun Feng, Pan Rong, Sun Yunlun. NONLINEAR FINITE ELEMENT TEST SIMULATION OF THE MECHANICAL BEHAVIOR OF THE HALF-STEEL-CONCRETE COMPOSITE PLATE[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(12): 36-40. doi: 10.13204/j.gyjz2001412007
[4]	Wei Demin, Guo Lei, Zhang Haiyan. ANALYSIS OF INFLUENCE FACTORS ON SEISMIC PERFORMANCE OF REINFORCED CONCRETE STAIRS[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(10): 61-65,70. doi: 10.13204/j.gyjz201310014
[5]	Xue Jianyang, Zhang Jie, Ma Hui, Ren Rui, Wang Cheng. NON-LINEAR NUMERICAL SIMULATION ANALYSIS OF STEEL RECYCLED AGGREGATE CONCRETE COLUMN UNDER LOW-CYCLIC REVERSED LOADING[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(9): 40-45. doi: 10.13204/j.gyjz201309007
[6]	Yang Hong, Yang Xiaoyi, Huang Hao. EFFECTS OF SEISMIC WAVE INPUT ANGLES ON NONLINEAR RESPONSE CHARACTERISTICS OF SPATIAL FRAMES[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(7): 43-51. doi: 10.13204/j.gyjz201307011
[7]	Chen Lin-zhi, Feng Yuan. INFLUENCE OF RIGID ZONE SETTING FOR BEAMS AND COLUMNS ON SEISMIC PERFORMANCE OF REINFORCED CONRETE FRAME STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(9): 75-78. doi: 10.13204/j.gyjz201209017
[8]	Li Nan, Wang Lai. STUDY ON SEISMIC BEHAVIOR OF JOINT WITH EXTERIOR DIAPHRAGMS BETWEEN CONCRETE-FILLED SQUARE STEEL TUBULAR COLUMN AND STEEL BEAM[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(10): 117-121,143. doi: 10.13204/j.gyjz201010026
[9]	Tian Lei, Gong Jinxin, Wei Weiwei. COMPARATIVE STUDY ON RELIABILITY OF SHEAR OF REINFORCED CONCRETE MEMBERS DESIGNED BASED ON THE CODES AT HOME AND ABROAD[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(8): 132-138,117. doi: 10.13204/j.gyjz201008030
[10]	Hou Jingpeng, Yuan Yong. ANALYSIS OF RESTRAINED DEFORMATION PROPERTIES OF REINFORCED CONCRETE AT EARLY AGE[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(1): 97-100. doi: 10.13204/j.gyjz200901021
[11]	Xu Haisheng, Wang Xiuxin. ANALYSIS ON ULTIMATE CAPABILITY OF REINFORCED CONCRETE FRAME IN UNIFORM FIRE[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(12): 92-95. doi: 10.13204/j.gyjz200812024
[12]	Jiao Junting, Diao Bo, Ye Yinghua. RESEARCH ON THE ULTIMATE AXIAL COMPRESSION RATIO OF REINFORCED CONCRETE L-SHAPED COLUMNS BY SECTION GAUSS NUMERICAL INTEGRATION[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(7): 36-38. doi: 10.13204/j.gyjz200707012
[13]	Xu Shan-hua, Xu Yong. THE ANALYSIS OF RESISTANCE DETERIORATION FOR CORRODED REINFORCED CONCRETE FLEXURAL MEMBER UNDER ORDINARY ATMOSPHERE[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(4): 45-47. doi: 10.13204/j.gyjz200704013
[14]	Huang Silin, Liang Xingwen, Yang Kejia. SIMULATION ANALYSIS ON BASIC BEHAVIOR OF HIGH?STRENGTH CONCRETE SHEAR WALL[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(3): 38-41,71. doi: 10.13204/j.gyjz200703011
[15]	Li Hao, Diao Bo. STIFFNESS CALCULATION OF ARBITRARY REINFORCED CONCRETE CROSS SECTIONS BASED ON ISOPARAMETRIC ELEMENT THEORY[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(11): 38-41. doi: 10.13204/j.gyjz200711011
[16]	Xu Ya-feng, Jia Lian-guang, Wang Lian-guang, Liang Li, Zhang Hai-xia, Bai Shou-yan. STUDY OF HIGH STRENGTH STEEL-REINFORCED CONCRETE FRAME JOINT HYSTERETIC CAPACITY[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(8): 68-70,20. doi: 10.13204/j.gyjz200608021
[17]	Wang Chunwu. PLASTIC ANALYSIS OF ROUND CONCRETE SLABS[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(12): 40-42. doi: 10.13204/j.gyjz200512012
[18]	Yi Weijian, Zhao Xin. DAMAGE PATTERN OF COLUMNS WITH CORRODED STEEL BARS IN THE COMPRESSIVE ZONE OF CONCRETE SECTION AND THE DIFFICULT IDENTIFICATION OF CORROSION WITH HALF-CELL TECHNIQUE[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(12): 23-26,90. doi: 10.13204/j.gyjz200512007
[19]	Zhang Jingjing. OPTIMIZATION DESIGN FOR NORMAL SECTION OF REINFORCED CONCRETE FLEXURAL MEMBERS[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(2): 100-102. doi: 10.13204/j.gyjz200502028
[20]	Jiao Junting, Ye Yinghua, Diao Bo, Yu Linchong. NONLINEAR ANALYSIS OF REINFORCED CONCRETE MEMBERS WITH IRREGULAR SHAPE SECTIONS SUBJECTED TO BIECCENTRIC COMPRESSION[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(2): 33-36. doi: 10.13204/j.gyjz200402011