STUDY ON CARRYING CAPACITY OF HIGH-STRENGTH LIGHT-WEIGHT AGGREGATE CONCRETE BEAMS

Shao Yong-jian; Zhu Pin-ru; Cheng Zhi-jun; Gu Wan-li

doi:10.13204/j.gyjz200608026

Volume 36 Issue 8

Dec. 2014

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Shao Yong-jian, Zhu Pin-ru, Cheng Zhi-jun, Gu Wan-li. STUDY ON CARRYING CAPACITY OF HIGH-STRENGTH LIGHT-WEIGHT AGGREGATE CONCRETE BEAMS[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(8): 86-88. doi: 10.13204/j.gyjz200608026

Citation:

Shao Yong-jian, Zhu Pin-ru, Cheng Zhi-jun, Gu Wan-li. STUDY ON CARRYING CAPACITY OF HIGH-STRENGTH LIGHT-WEIGHT AGGREGATE CONCRETE BEAMS[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(8): 86-88. doi: 10.13204/j.gyjz200608026

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STUDY ON CARRYING CAPACITY OF HIGH-STRENGTH LIGHT-WEIGHT AGGREGATE CONCRETE BEAMS

doi: 10.13204/j.gyjz200608026

1.
1. Suzhou Institute of Science and Technology Suzhou 215011;
2.
2. China Academy of Building Research Beijing 100013

Received Date: 2005-12-30
Publish Date: 2006-08-20

Abstract

Abstract

Based on the experimental research on carrying capacity of normal section of eight reinforced high-strength concrete beams(Six were made of lightweight aggregate concrete and two were made of normal density concrete.),calculation method of carrying capacity of normal section on lightweight aggregate concrete beams was put forward.Based on the analysis on the experimental data on shear capacity of inclined section of one hundred and ten lightweight aggregate concrete beams,calculation formulae of shear capacity of inclined section on lightweight aggregate concrete beams were put forward.It presented the basis for compiling Technical Specification for Lightweight Aggregate Concrete Structures.