FULL-SCALE EXPERIMENTAL STUDY ON THE REINFORCED CONCRETE BEAM-AND-GIRDER COMPOSITE NODES BEARING MONOTONIC LOADING

Xu Yong; Liu Bo; Zhang Jichao; Chen Yuan; Yang Zuoyong; Wang Keyi

doi:10.13204/j.gyjz200908027

Volume 39 Issue 8

Dec. 2014

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Xu Yong, Liu Bo, Zhang Jichao, Chen Yuan, Yang Zuoyong, Wang Keyi. FULL-SCALE EXPERIMENTAL STUDY ON THE REINFORCED CONCRETE BEAM-AND-GIRDER COMPOSITE NODES BEARING MONOTONIC LOADING[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(8): 114-117. doi: 10.13204/j.gyjz200908027

Citation:

Xu Yong, Liu Bo, Zhang Jichao, Chen Yuan, Yang Zuoyong, Wang Keyi. FULL-SCALE EXPERIMENTAL STUDY ON THE REINFORCED CONCRETE BEAM-AND-GIRDER COMPOSITE NODES BEARING MONOTONIC LOADING[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(8): 114-117. doi: 10.13204/j.gyjz200908027

Citation:

Xu Yong, Liu Bo, Zhang Jichao, Chen Yuan, Yang Zuoyong, Wang Keyi. FULL-SCALE EXPERIMENTAL STUDY ON THE REINFORCED CONCRETE BEAM-AND-GIRDER COMPOSITE NODES BEARING MONOTONIC LOADING[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(8): 114-117. doi: 10.13204/j.gyjz200908027

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FULL-SCALE EXPERIMENTAL STUDY ON THE REINFORCED CONCRETE BEAM-AND-GIRDER COMPOSITE NODES BEARING MONOTONIC LOADING

doi: 10.13204/j.gyjz200908027

1.
School of Civil Engineering,Guangzhou University,Guangzhou 510006,China

Received Date: 2009-02-20
Publish Date: 2009-08-20

Abstract

Abstract

Monotonic static tests were conducted on the four groups of full-scale cast-in-place(RC) nodes and composite(PC) ones of beam-and-girder which were composed of precast inverted T-girder.The contrast experiments indicated that both of the PC and RC nodes failed in beams' bending;the assumption of plane section was basically fulfilled in every kind of PC beams throughout the whole testing process;the values of crack-resisting and bending-resisting bearing capacity.Which were calculated according to China codes were safe.
- full-scale test,
- reinforced concrete composite structure,
- nodes of beam-and-girder,
- monotonic loading,
- mechanical properties