PROGRESS IN STUDIES OF CATENARY ACTION IN FRAME STRUCTURES

HE Zheng; HUANG Guohui

doi:10.6052/1000-0992-11-065

Volume 42 Issue 5

Sep. 2012

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HE Zheng, HUANG Guohui. PROGRESS IN STUDIES OF CATENARY ACTION IN FRAME STRUCTURES[J]. Advances in Mechanics, 2012, 42(5): 547-561. doi: 10.6052/1000-0992-11-065

Citation:

HE Zheng, HUANG Guohui. PROGRESS IN STUDIES OF CATENARY ACTION IN FRAME STRUCTURES[J]. Advances in Mechanics, 2012, 42(5): 547-561. doi: 10.6052/1000-0992-11-065

HE Zheng, HUANG Guohui. PROGRESS IN STUDIES OF CATENARY ACTION IN FRAME STRUCTURES[J]. Advances in Mechanics, 2012, 42(5): 547-561. doi: 10.6052/1000-0992-11-065

Citation:

HE Zheng, HUANG Guohui. PROGRESS IN STUDIES OF CATENARY ACTION IN FRAME STRUCTURES[J]. Advances in Mechanics, 2012, 42(5): 547-561. doi: 10.6052/1000-0992-11-065

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PROGRESS IN STUDIES OF CATENARY ACTION IN FRAME STRUCTURES

doi: 10.6052/1000-0992-11-065

HE Zheng^{1,2
,
,},
HUANG Guohui²

1.
Department of Civil Engineering, Dalian University of Technology, Dalian 116024, China
2. College of Resources and Civil Engineering, Northeastern University, Shenyang 110004, China

Funds: The project was supported by the National Natural Science Foundation of China (90915005,51161120359),the Program for New Century Excellent Talentsin University (NCET) of the Ministry of Education of China (NCET-08-0096)

More Information

Corresponding author: HE Zheng
Received Date: 2010-05-03
Rev Recd Date: 2012-03-02
Publish Date: 2012-09-25

Abstract

Abstract

Latest progress in the study of catenary action in frame structures is reviewed.Firstly,the concept of catenary action is introduced,that is,while horizontal elements in structural system had lost their flexural capacity,the moment generated by external loads could be sustained through torque formed by axial force and a large deflection.Under strong ground motions,a frame would experience elastic deformation,cracking,steel yielding,plastic rotation,crushing and even the fail of components.In some circumstances,the deflection of failed beams generally develops substantially,leading to the transition from flexural resisting system to combined catenary and flexural system.Plastic hinges would turn into mechanical hinges if their limit rotation capacities are exceeded.With increasing tensile forces,the mechanical hinges could fail due to rupture or pull-out of longitudinal reinforcing bars from joint zone.Secondly,an example is presented to study the relationship of the ratio between the torque formed by axial force and a large deflection and the bending resistance moment of restrained beam hinged at both ends in the small deformation state,which varies with load,span and aspect ratio of cross section.Thirdly,the overview of research on catenary action is analyzed and summarized,with focus laid on the process of arch action transformed into catenary action of RC beams.Finally,further developments are suggested and discussed.
- frame structure,
- horizontal element,
- catenary action,
- failure and fracture

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References(55)

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