STUDY ON BEARING CAPACITY OF AXIALLY-LOADED GFRP TUBE COMPOSITE COLUMNS FILLED WITH CONCRETE

Qin Guopeng; Wang Lianguang; Zhou Le

doi:10.13204/j.gyjz200910018

Volume 39 Issue 10

Dec. 2014

Turn off MathJax

Article Contents

Article Navigation > INDUSTRIAL CONSTRUCTION > 2009 > 39(10): 72-75

Qin Guopeng, Wang Lianguang, Zhou Le. STUDY ON BEARING CAPACITY OF AXIALLY-LOADED GFRP TUBE COMPOSITE COLUMNS FILLED WITH CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(10): 72-75. doi: 10.13204/j.gyjz200910018

Citation:

Qin Guopeng, Wang Lianguang, Zhou Le. STUDY ON BEARING CAPACITY OF AXIALLY-LOADED GFRP TUBE COMPOSITE COLUMNS FILLED WITH CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(10): 72-75. doi: 10.13204/j.gyjz200910018

Citation:

PDF( 0 KB)

STUDY ON BEARING CAPACITY OF AXIALLY-LOADED GFRP TUBE COMPOSITE COLUMNS FILLED WITH CONCRETE

doi: 10.13204/j.gyjz200910018

1.
1. School of Resources &Civil Engineering,Northeastern University,Shenyang 110004,China;
2.
2. School of Architecture &Civil Engineering Shengyang Unviersity,Shengyang 110044,China

Received Date: 2009-05-06
Publish Date: 2009-10-20

Abstract

Abstract

This paper presents the experimental research of 4 GFRP tube composite columns filled with concrete subjected to axial loading to study the mechanical properties of the composite columns.The analysis program is developed,which is used to calculate the section axial stress-strain curves.As compared with experimental data of corresponding documents,the results agree well with each other.The influences of GFRP tube thickness,strength of concrete of axial loading members are analyzed.The results indicate that the bearing capacity of composite columns increased with increasing thickness of GFRP tube,increased with increasing core concrete strength.Finally,through regressive analysis of the results of numerical calculation,a practical formula is created.The calculation results agree well with text results.
- GFRP tube,
- composite column,
- axial loading,
- calculation formula

FullText(HTML)

References(8)

References

[2] Toutanji H,Saafi M.Durability Studies on Concrete Columns Encasedin PVC-FRP Composite Tubes[J].Composite Structures,2001,54:27-35.

FamA,Flisak B,Rizkalla S.Experimental and Analytical Modeling ofConcrete-Filled Fiber-Reinforced Polymer Tubes Subjected toCombined Bending and Axial Loads[J].ACI Structural Journal,2003,100(4):499-509.

[3] Zhu Z Y,AhmadI,and Mirmiran A.Splicingof Precast Concrete-filledFRP Tubes[J].Journal of Composites for Construction,2006,10(4):345-356.

[4] L Lam,J G Teng,A New Stress-Strain Model for FRP-ConfinedConcrete.CICE 2001,FRP Composites in Civil Engineering,283-293.

[5] 鲁国昌,叶列平,杨才千,等.FRP管约束混凝土的轴压应力-应变关系研究.工程力学,2006,23(9):98-103.

[6] 崔文涛.GFRP套管钢筋混凝土柱轴压力学性能研究[D].大连:大连理工大学,2007.

[7] 刘杰,刘庆洋,安琳.GFRP混凝土圆形管柱试验研究[J].长春工程学院学报(自然科学版),2007,8(1):11-13.

[8] 韩林海.钢管混凝土结构理论与实践[M].北京:科学出版社,2004:69-70.

Relative Articles

Supplements(0)

Cited By

Proportional views