Zheng Tingyin, Cao Haopeng, Wu Jingyu. SHEAR BEHAVIOR OF L-SECTION HONEYCOMB STEEL-REINFORCED CONCRETE COLUMN[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(05): 122-127.
Citation:
Zheng Tingyin, Cao Haopeng, Wu Jingyu. SHEAR BEHAVIOR OF L-SECTION HONEYCOMB STEEL-REINFORCED CONCRETE COLUMN[J]. INDUSTRIAL CONSTRUCTION , 2014, 44(05): 122-127.
Zheng Tingyin, Cao Haopeng, Wu Jingyu. SHEAR BEHAVIOR OF L-SECTION HONEYCOMB STEEL-REINFORCED CONCRETE COLUMN[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(05): 122-127.
Citation:
Zheng Tingyin, Cao Haopeng, Wu Jingyu. SHEAR BEHAVIOR OF L-SECTION HONEYCOMB STEEL-REINFORCED CONCRETE COLUMN[J]. INDUSTRIAL CONSTRUCTION , 2014, 44(05): 122-127.
SHEAR BEHAVIOR OF L-SECTION HONEYCOMB STEEL-REINFORCED CONCRETE COLUMN
Abstract
To investigate the bearing performance of oblique section of honeycomb steel-reinforced concrete L-shaped column，the software ANSYS was used for the analysis of the influential factors such as offset coefficient of web，axial compression ratio，shear span ratio，concrete strength，hooped reinforcement ratio，steel strength，steel ratio， opening holes ratio of steel web and height-thickness ratio of steel web on the bearing performance of oblique section of honeycomb steel-reinforced concrete L-shaped column． The results indicated that axial compression ratio，shear span ratio，concrete strength，steel strength，steel ratio，opening holes ratio of steel web and height-thickness ratio of steel web had great influence on the shear strength of the honeycomb steel reinforced concrete L-shaped column． But the offset coefficient of web and hooped reinforcement ratio had a limited effect on the shear capacity．
References
Relative Articles
[1] QIAO Qiyun, ZHANG Wenwen, CAO Wanlin, DONG Hongying, WU Haipeng. EXPERIMENTAL RESEARCH ON THE MECHANICAL PROPERTIES OF THIN-WALLED STAINLESS STEEL TUBE COMPOSITE SHORT COLUMNS FILLED WITH STEEL-REINFORCED CONCRETE UNDER AXIAL COMPRESSION [J]. INDUSTRIAL CONSTRUCTION, 2020, 50(2): 143-149. doi: 10.13204/j.gyjz202002022
[3] Yu Feng, Cheng Anchun, Xu Guoshi, Li Deguang. NONLINEAR FINITE ELEMENT ANALYSIS OF PVC-FRP CONFINED CONCRETE SHORT COLUMN UNDER AXIAL COMPRESSION [J]. INDUSTRIAL CONSTRUCTION, 2015, 45(4): 77-82. doi: 10.13204/j.gyjz201504014
[4] Liu Zejun, Meng Haiping, Li Yan. NOLINEAR FINITE ELEMENT ANALYSIS OF STEEL HPFRCC SHEAR WALLS [J]. INDUSTRIAL CONSTRUCTION, 2015, 45(8): 175-179. doi: 10.13204/j.gyjz201508032
[5] Xue Jianyang, Meng Gang, Liu Zuqiang, Chen Zhuo, Chen Zongping. FINITE-ELEMENT ANALYSIS OF MECHANICAL BEHAVIORS OF NORMAL CROSS-SECTION OF STEEL RECYCLED AGGREGATE CONCRETE COMPOSITE COLUMNS [J]. INDUSTRIAL CONSTRUCTION, 2013, 43(9): 23-29. doi: 10.13204/j.gyjz201309004
[6] Gu Yan, Jiang Xinliang, Huan Xiaolin, Chang Haosong. FINITE ELEMENT ANALYSIS ON BEARING CAPACITIES OF COMPOSITE SLABS WITH FIBER-REINFORCED GYPSUM PANEL AND REINFORCED CONCRETE [J]. INDUSTRIAL CONSTRUCTION, 2011, 41(6): 75-78. doi: 10.13204/j.gyjz201106016
[7] Qiu Jisheng. NONLINEAR FINITE ELEMENT ANALYSIS OF WAFFLE COMPOSITE SLAB STRUCTURE SYSTEM CONTAINING STEEL FIBER [J]. INDUSTRIAL CONSTRUCTION, 2011, 41(9): 67-72,89. doi: 10.13204/j.gyjz201109015
[8] Zhang Jicheng, Shen Zuyan, Zhou Haijun. NONLINEAR FEM ANALYSIS OF SEISMIC BEHAVIOR OF L－SHAPED CONCRETE－FILLED STEEL TUBULAR COLUMN [J]. INDUSTRIAL CONSTRUCTION, 2010, 40(7): 85-90. doi: 10.13204/j.gyjz201007022
[9] Wang Xiantie, Hao Jiping, Pan Yang, Ren Qingqing, Zhou Guangen. BEHAVIOR RESEARCH OF THROUGH HIGH STRENGTH BOLTS-END PLATE CONNECTION FOR CONCRETE FILLED SQUARE STEEL TUBE COLUMN [J]. INDUSTRIAL CONSTRUCTION, 2008, 38(3): 23-26. doi: 10.13204/j.gyjz200803007
[10] Gao Wanyang, Lu Zhoudao. TEMPERATURE FIELD ANALYSIS OF INSULATED CARBON FRP-STRENGTHENED CONCRETE MEMBERS USING ANSYS SOFTWARE [J]. INDUSTRIAL CONSTRUCTION, 2008, 38(6): 117-121. doi: 10.13204/j.gyjz200806030
[11] Yi WeiJian, Li Peng. FINITE ELEMENT ANALYSIS OF UNIAXIAL COMPRESSION FRP-CONFINED SQUARE COLUMN SECTION STRESS DISTRIBUTION [J]. INDUSTRIAL CONSTRUCTION, 2008, 38(3): 84-89. doi: 10.13204/j.gyjz200803023
[12] Wang Dongyan, Gao Dan, Li Zhenbao. NONLINEAR FINITE ELEMENT ANALYSIS OF UNBONDED POST-TENSIONED PRECAST CONCRETE BAEMS [J]. INDUSTRIAL CONSTRUCTION, 2008, 38(8): 42-45. doi: 10.13204/j.gyjz200808012
[13] Xu Jie, Dai Hang, Zhao Guodong, Fu Chuanguo, Zhou Xiaona. EXPERIMENTAL STUDY AND THEORETICAL ANALYSIS ON CRACK CONTROL THEORY OF PRESTRESSED STEEL REINFORCED CONCRETE (PSRC) BEAM [J]. INDUSTRIAL CONSTRUCTION, 2008, 38(5): 88-92. doi: 10.13204/j.gyjz200805021
[14] Feng Yinghui, Shen Tao, Lou Wenjuan, Zhou Jun. THE STUDY OF RESIDUAL LOAD BEARING CAPACITY OF COLUMN REINFORCED BY INNER CIRCULAR STEEL TUBE AFTER FIRE [J]. INDUSTRIAL CONSTRUCTION, 2008, 38(3): 16-19. doi: 10.13204/j.gyjz200803005
[15] 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
[16] Du Derun, Wang Xiuxin, Li Aiqun, Chen Lihua, Yin Baocai. CALCULATION OF AXIAL COMPRESSION CAPACITY FOR SRC COLUMNS WITH CIRCLE STEEL TUBE AND ANALYSIS OF RADIUS- THICKNESS RATIO [J]. INDUSTRIAL CONSTRUCTION, 2005, 35(4): 91-94. doi: 10.13204/j.gyjz200504027
[17] Mei Libiao, Zhou Yun, Yin Yi. NONLINEAR 3D-FEM ANALYSIS OF SINGLE BEAM JOINTS OF CONCRETE FILLED STEEL TUBE COLUMN WITH STEEL BRACKETS THROUGH TUBULAR CORE [J]. INDUSTRIAL CONSTRUCTION, 2004, 34(9): 81-83. doi: 10.13204/j.gyjz200409024
Proportional views
Login
Register
E-alert
DownLoad: