EXPERIMENTAL STUDY ON CENTRIFUGAL CONCRETE-FILLED STEEL TUBES UNDER BENDING AND TORSION

Yu Yi; Qu Chen; Jin Weiliang

doi:10.13204/j.gyjz200501019

Volume 35 Issue 1

Dec. 2014

Turn off MathJax

Article Contents

Abstract

References

Article Navigation > INDUSTRIAL CONSTRUCTION > 2005 > 35(1): 62-64

Yu Yi, Qu Chen, Jin Weiliang. EXPERIMENTAL STUDY ON CENTRIFUGAL CONCRETE-FILLED STEEL TUBES UNDER BENDING AND TORSION[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(1): 62-64. doi: 10.13204/j.gyjz200501019

Citation:

Yu Yi, Qu Chen, Jin Weiliang. EXPERIMENTAL STUDY ON CENTRIFUGAL CONCRETE-FILLED STEEL TUBES UNDER BENDING AND TORSION[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(1): 62-64. doi: 10.13204/j.gyjz200501019

Yu Yi, Qu Chen, Jin Weiliang. EXPERIMENTAL STUDY ON CENTRIFUGAL CONCRETE-FILLED STEEL TUBES UNDER BENDING AND TORSION[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(1): 62-64. doi: 10.13204/j.gyjz200501019

Citation:

Yu Yi, Qu Chen, Jin Weiliang. EXPERIMENTAL STUDY ON CENTRIFUGAL CONCRETE-FILLED STEEL TUBES UNDER BENDING AND TORSION[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(1): 62-64. doi: 10.13204/j.gyjz200501019

PDF( 0 KB)

EXPERIMENTAL STUDY ON CENTRIFUGAL CONCRETE-FILLED STEEL TUBES UNDER BENDING AND TORSION

doi: 10.13204/j.gyjz200501019

1.
Structural Engineering Institute of Zhejiang University Hangzhou 3 10027

Received Date: 2004-08-08
Publish Date: 2005-01-20

Abstract

Abstract

To study the performance of centrifugal concrete-filled steel tubes under bending and torsion,a real-size experiment on 11 tub es is done.The relevant operating method including equipment,subjects and proces ses is introduced.On different loading paths,the main factors that effect deform ation and stiffness and mechanism of break are studied.The experimental stress a nalysis shows that values of practical critical stress of the steel tube corresp ond well with Mises Yielding Rule.Finally,a correlate equation of bearing capaci ty of this structure under bending and torsion is deduced,which may provide a ba sis for design of such structures.
- centrifugal concrete-filled steel tube,
- bending and torsion experiment,
- stiffness,
- deformation,
- bearing capacity

FullText(HTML)

References(6)

References

金伟良，葛中桂，曲晨，等.薄壁离心钢管混凝土抗扭试验研究.见：中国钢-混凝土组合协会第八次学术年会会议论文集.塘沽：2001

[2] 宋永乐.离心钢管混凝土柱的强度研究：［硕士学位论文］.杭州：浙江大学,1988

[3] DL/T 5030-1996 薄壁离心钢管混凝土结构技术规程

[4] 傅军.薄壁离心钢管混凝土构件抗扭试验研究：［硕士学位论文］.杭州：浙江大学，2000

[5] Anon.Some Investigations of the General Instability of Stiffened Metal Cylind ers:Ⅶ-Stiffened Metal Cylinders Subjected to Combined Bending and Torsion.NACA TN 911,1943

[6] Gerard,George,Becker,et al.Handbook of Structural Stability.PartⅢ-Buckling of Curved Plates and Shells.NACA TN 3783,1957

Relative Articles

[1]	WANG Zhile, YUAN Xuefeng, JIANG Rongbin. STUDY ON MECHANICAL PROPERTIES OF BEAM BRIDGE REINFORCED WITH MULTIPLE REINFORCEMENT METHODS UNDER CORROSIVE ENVIRONMENT[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(11): 174-177,183. doi: 10.13204/j.gyjzG20051604
[2]	Chen Zongping, Liang Ying, Xue Jianyang, Li Yi. DEFORMATION PERFORMANCE AND CALCULATION OF FLEXURAL RIGIDITY OF STEEL REINFORCED RECYCLED AGGREGATE CONCRETE BEAMS AFTER HIGH TEMPERATURE[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(11): 58-63. doi: 10.13204/j.gyjz2001411010
[3]	Fu Qiang, Luo Lina, Jin Lingzhi, Cao Xia. EXPERIMENTAL RESEARCH ON STIFFNESS OF HIGH-STRENGTH REINFORCED REACTIVE POWDER CONCRETE SIMPLE BEAM[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(08): 78-83.
[4]	Wang Qingli, Wu Jun, Li Qinggang, Wang Yue. STATIC PERFORMANCE OF THE HIGH-PERFORMANCE CONCRETE FILLED STEEL TUBULAR FLEXURAL MEMBER(Ⅱ): MECHANISM ANALYSIS AND LOAD BEARING CAPACITY[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(3): 18-23. doi: 10.13204/j.gyjz201303004
[5]	Chen Anying, Guo Zhengxing. WHOLE FRAME EXPERIMENTAL STUDY ON JOINT STIFFNESS OF STEEL TUBULAR SCAFFOLD WITH COUPLERS BASED ON DISPLACEMENT BACK ANALYSIS THEORY[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(3): 97-102. doi: 10.13204/j.gyjz201303021
[6]	Xue Jianyang, Lin Jianpeng, Ma Hui, Chen Zongping, Cui Weiguang. STIFFNESS AND DEFORMATION ANALYSIS OF STEEL REINFORCED RECYCLED CONCRETE ECCENTRIC COMPRESSION COLUMNS[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(8): 109-113. doi: 10.13204/j.gyjz201308024
[7]	Xiong Xueyu, Huang Weiyi, Gao Feng. EXPERIMENTAL STUDY ON SHORT-TERM STIFFNESS OF PRESTRESSED STEEL REINFORCED CONCRETE BEAM[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(12): 30-33,11. doi: 10.13204/j.gyjz201112007
[8]	Yang Yongxin, Wang Jiangen, Wang Quanfeng. EXPERIMENTAL RESEARCH ON DEFORMATION OF REINFORCED CONCRETE BEAM WITH HRBF500 STEEL BARS[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(7): 62-65. doi: 10.13204/j.gyjz201107014
[9]	Wang Zhibin, Tao Zhong. EXPERIMENTAL BEHAVIOUR OF FRP-CONCRETE-STEEL DOUBLE-SKIN TUBULAR BEAMS[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(4): 5-8,27. doi: 10.13204/j.gyjz200904002
[10]	Zhang Yankun, Liu Yanghua, Song Xiaoruan. EXPERIMENTAL STUDY ON FLEXURAL BEARING CAPACITY OF PROFILED STEEL SHEET-LIGHT-WEIGHT AGGREGATE CONCRETE FLOOR SLABS[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(8): 83-85. doi: 10.13204/j.gyjz200808021
[11]	Gao Danying, Yang Wentao, Xie Xiaopeng. DEFORMATIONS OF STEEL FIBER REINFORCED HIGH-STRENGTH CONCRETE SLABS SUBJECTED TO PUNCHING SHEAR[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(1): 76-80. doi: 10.13204/j.gyjz200801019
[12]	Pan Yudi. THE EXPERIMENTAL RESEARCH ON THE STIFFNESS OF PRESTRESSED CONCRETE BEAMS UNDER LONG-TERM VARIABLE LOADS[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(5): 50-53. doi: 10.13204/j.gyjz200805011
[13]	Chen Meng, Liu Lixin, Peng Shaomin. AN EXPERIMENTAL STUDY ON SHRINKAGE DEFORMATION FOR COMMERCIAL CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(6): 70-72. doi: 10.13204/j.gyjz200706018
[14]	Li Yong-jin, Tao Zhong. BEHAVIOR OF CONCRETE-FILLED DOUBLE SKIN STEEL TUBULAR COLUMNS SUBJECTED TO LONG-TERM SUSTAINED LOADS[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(12): 22-27. doi: 10.13204/j.gyjz200712005
[15]	Wang Zhi-bin, Tao Zhong. DESIGN OF CONCRETE-FILLED THIN-WALLED STIFFENED STEEL TUBULAR STUB COLUMNS WITH SQUARE SECTIONS[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(12): 13-17. doi: 10.13204/j.gyjz200712003
[16]	Li Guangxing, Cai Jian, Wang Lin, Huang Yansheng. STUDY ON RIGIDITY OF TRANSVERSE TORSION MEMBER OF REINFORCED CONCRETE FLAT PLATE_SPECIAL_SHAPED COLUMN CONNECTION[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(3): 33-37. doi: 10.13204/j.gyjz200703010
[17]	Qin Fu-hua, Shao Yong-jian, Xu Jia-xiu, Cai Hua. EXPERIMENTAL RESEARCH ON CRACKING AND RIGIDITY OF HIGH-STRENGTH LIGHT-WEIGHT AGGREGATE CONCRETE BEAMS[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(8): 82-85. doi: 10.13204/j.gyjz200608025
[18]	Zhao Lunyu, Shi Xudong, Zhou Jiankang. EXPERIMENTAL INVESTIGATION ON INTEGRITY OF WALL-BEAM-COLUMN COMBINED STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(8): 60-63. doi: 10.13204/j.gyjz200508015
[19]	Li Haiwang, Ju Yuwen, Zhao Mingwei, Liang Renwang. ANALYSIS AND FIELD STATIC LOADING TESTS OF CAST-IN-PLACE PILES WITH BRANCHES AND PLATES[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(3): 21-23. doi: 10.13204/j.gyjz200403006
[20]	Yang Youfu, Han Linhai. INFLUENCE OF CONCRETE COMPACTION ON THE BEHAVIOR OF CONCRETE-FILLED STEEL RHS(RECTANGULAR HOLLOW SECTION) STUB COLUMNS[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(8): 62-65. doi: 10.13204/j.gyjz200408021