CALCULATION ON FLEXURAL CAPACITY OF NORMAL SECTION OF RC CIRCULAR MEMBERS UNDER ECCENTRIC LOAD

Wang Xiaohan; Gu Dongsheng; Wang Guoyan

doi:10.13204/j.gyjz201111014

Volume 41 Issue 11

Dec. 2014

Turn off MathJax

Article Contents

Abstract

References

Article Navigation > INDUSTRIAL CONSTRUCTION > 2011 > 41(11): 66-70

Wang Xiaohan, Gu Dongsheng, Wang Guoyan. CALCULATION ON FLEXURAL CAPACITY OF NORMAL SECTION OF RC CIRCULAR MEMBERS UNDER ECCENTRIC LOAD[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(11): 66-70. doi: 10.13204/j.gyjz201111014

Citation:

Wang Xiaohan, Gu Dongsheng, Wang Guoyan. CALCULATION ON FLEXURAL CAPACITY OF NORMAL SECTION OF RC CIRCULAR MEMBERS UNDER ECCENTRIC LOAD[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(11): 66-70. doi: 10.13204/j.gyjz201111014

Citation:

PDF( 0 KB)

CALCULATION ON FLEXURAL CAPACITY OF NORMAL SECTION OF RC CIRCULAR MEMBERS UNDER ECCENTRIC LOAD

doi: 10.13204/j.gyjz201111014

1.
1. College of Environmental and Civil Engineering,Jiangnan University,Wuxi 214122,China;
2.
2. Wuxi Civil Architectural Design Institute Co.LTD,Wuxi 214072,China

Received Date: 2011-03-09
Publish Date: 2011-11-20

Abstract

Abstract

It is found that the calculated flexural capacity from formula provided in the code is significantly larger than the numerical results and test results when the axial load ratio is low,and is much smaller when the ratio is high.In order to overcome this deficiency,a new method is proposed to calculate flexural capacity,in which the characteristic of circular section and the stress distribution of the section are considered.The calculated results agree well with numerical results.
- RC circular columns,
- eccentric compression members,
- flexural capacity of normal section,
- numerical analysis

FullText(HTML)

References(5)

References

GB 500102002混凝土结构设计规范[S].

[2] 蓝宗建,梁书亭,孟少平.混凝土结构设计原理[M].南京: 东南大学出版社,2002.

[3] Binici B. Design of FRPs in Circular Bridge Column Retrofits for?Ductility Enhancement[J].Engineering Structures,2008,30:?766-776.

[4] 顾冬生,吴刚,吴智深.混凝土圆柱正截面承载力计算方法研究[J].建筑结构,2010,40(10):97-101.

[6] 黄钟霈.关于规范中钢筋混凝土圆形截面构件计算参数的探讨[J].工业建筑,2009,39(增刊):881-885.?

Relative Articles

[1]	QIU Zengmei, ZHANG Tao, LI Guochang, LI Mengge. Research on Seismic Performance of Concrete-Filled Square Steel Tubular Columns with CFRP Profiles[J]. INDUSTRIAL CONSTRUCTION, 2024, 54(6): 141-148. doi: 10.3724/j.gyjzG24040701
[2]	MA Shaochun, TAN Shilong, BAO Peng, CHANG Haosong. Seismic Tests and Finite Element Analysis of Joints for L-Shaped Ceramsite Concrete Composite Shear Walls[J]. INDUSTRIAL CONSTRUCTION, 2024, 54(8): 9-18. doi: 10.3724/j.gyjzG23082902
[3]	XIAO Jie, TAN Yuefeng, TONG Chao, YANG Heping, CHANG Jin, ZOU Weilie, CHEN Guanyi. Numerical Analysis for Shallow Landslides of Expansive Soil Slopes Based on Three Fields Coupling[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(7): 128-136,118. doi: 10.13204/j.gyjzg21070206
[4]	YU Haifeng, HAO Mengtian, MA Jiansuo, YU Ke. QUASI-STATIC TEST AND NUMERICAL ANALYSIS OF PREFABRICATED SHEAR WALL WITH VERTICAL CONNECTIONS OF EMBEDDED STEEL PLATE AND BOLT[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(5): 24-30. doi: 10.13204/j.gyjz202005005
[5]	HU Hao. INFLUENCING FACTOR ANALYSIS ON THE BEARING CAPACITY OF JOINTS IN PRECAST CONCRETE SEGMENTAL BRIDGE COLUMNS[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(3): 88-95. doi: 10.13204/j.gyjz202003015
[6]	Chen Jingjing, Ru Zhongliang, Wei Zushuai. NUMERICAL MODELING OF HYDRAULIC FRACTURE BASED ON PORE PRESSURE COHESIVE CRACK[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(4): 103-106. doi: 10.13204/j.gyjz201504019
[7]	Guo Hongchao, Zhong Xuan. MECHANICAL BEHAVIOR NUMERICAL ANALYSIS OF Q460 EQUAL LEG ANGLE BASED ON THE TRANSMISSION TOWER STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(12): 162-166. doi: 10.13204/j.gyjz201312030
[8]	Guo Yongchang, Xu Shunde, Li Lijuan, Qiu Yongsen. MECHANICAL BEHAVIOR OF HYBRID FIBER CONFINED CONCRETE COLUMNS[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(6): 18-22,31. doi: 10.13204/j.gyjz201306005
[9]	Li Yongjing, Zhang Jing, Zhang Xu. THE VIBRATION CONTROL EFFECT ANALYSIS OF TORSION COUPLING RESPONSE OF ECCENTRIC STRUCTURES WITH THE VISCOUS DAMPERS[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(5): 68-72. doi: 10.13204/j.gyjz201305015
[10]	Huang Junjie, Su Qian, Zhou Heng, Zheng Jianbin. REINFORCEMENT DESIGN OF THE DISEASE PILE FOUNDATION OF EXISTING BRIDGE IN KARST AREA AND NUMERICAL ANALYSIS[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(7): 166-170. doi: 10.13204/j.gyjz201207029
[11]	Guo Qi, Hu Kun, Pan Jianwu. EXPERIMENTAL STUDY ON TANGENT POISSON RATIO OF BFRP-CONFINED CONCRETE CIRCULAR COLUMN UNDER FREEZE-THAW CYCLES AND SODIUM CHLORIDE SOLUTION[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(5): 27-33. doi: 10.13204/j.gyjz201105007
[12]	Chen Lanyun, Shu Zhong, Yi Nangai. NUMERICAL SIMULATION OF VERTICAL BEARING CAPACITY OF POST-GROUTING BORED PILES[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(7): 78-81. doi: 10.13204/j.gyjz201107018
[13]	Zhang Huile, Liu Jianguo, Zhang Huidong, Guo Dongmei, Zhao Yanfei. FINITE ELEMENT ANALYSIS OF BEARING CAPACITY AND FAILURE MECHANISM OF HORIZONTAL JET GROUTING ARCH[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(9): 66-69,104. doi: 10.13204/j.gyjz201009017
[14]	Zhou Lianjun, Peng Zhenbin, He Zhongming, Peng Wenxiang. NUMERICAL ANALYSIS FOR SIZE EFFECT OF STRATIFIED ROCK MASS UNDER COMPRESSION[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(5): 81-83,105. doi: 10.13204/j.gyjz200905017
[15]	Wang Aimin, Yao Qianfeng, Wu Minzhe. NONLINEAR NUMERICAL ANALYSIS OF INFLUENCE OF FILLED-BLOCK ON BEHAVIOR OF MULTI-RIBBED COMPOSITE WALL[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(1): 9-13. doi: 10.13204/j.gyjz200801003
[16]	Tian Ruijun, Du Xiuli, Peng Yijiang. NUMERICAL SIMULATION ON COMPRESSION FAILURE PROCESS OF CONCRETE AND SIZE EFFECT[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(4): 68-72112. doi: 10.13204/j.gyjz200804018
[17]	Wu Gang, Gu Dongsheng, Wu Zhishen, Jiang Jianbiao, Hu Xianqi. COMPARATIVE STUDY ON SEISMIC PERFORMANCE OF CIRCULAR CONCRETE COLUMNS STRENGTHENED WITH BFRP AND CFRP COMPOSITES[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(6): 19-23. doi: 10.13204/j.gyjz200706006
[18]	Wang Yingge. FIELD TEST AND NUMERICAL ANALYSIS OF INTERACTION OF PILE- RAFT FOUNDATION ULTRA - HIGH TUBE-IN-TUBE STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(5): 10-15. doi: 10.13204/j.gyjz200505003
[19]	Chen Limin, Chen Sizuo. NUMERICAL ANALYSIS AND EXPERIMENTAL STUDY ON LOCAL STABILITY OF CYLINDRICAL SHELL UNDER AXIAL LOADS[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(10): 69-72. doi: 10.13204/j.gyjz200510021