THE UNIFIED METHOD OF ALL COURSE ANALYSIS OF NORMAL SECTION UNDER LOAD FOR STEEL FIBER REINFORCED CONCRETE FLEXURAL MEMBER

Zhao Jun; Gao Danying

doi:10.13204/j.gyjz200509011

Volume 35 Issue 9

Dec. 2014

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Zhao Jun, Gao Danying. THE UNIFIED METHOD OF ALL COURSE ANALYSIS OF NORMAL SECTION UNDER LOAD FOR STEEL FIBER REINFORCED CONCRETE FLEXURAL MEMBER[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(9): 38-41. doi: 10.13204/j.gyjz200509011

Citation:

Zhao Jun, Gao Danying. THE UNIFIED METHOD OF ALL COURSE ANALYSIS OF NORMAL SECTION UNDER LOAD FOR STEEL FIBER REINFORCED CONCRETE FLEXURAL MEMBER[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(9): 38-41. doi: 10.13204/j.gyjz200509011

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THE UNIFIED METHOD OF ALL COURSE ANALYSIS OF NORMAL SECTION UNDER LOAD FOR STEEL FIBER REINFORCED CONCRETE FLEXURAL MEMBER

doi: 10.13204/j.gyjz200509011

1.
Zhengzhou University Zhengzhou 450002

Received Date: 2005-03-19
Publish Date: 2005-09-20

Abstract

Abstract

Based on the high theory of reinforced concrete,the all course analysis of normal section under load for the steel fiber reinforced concrete flexural members is researched.With the thickness of steel fiber reinforced concrete layer,the unified calculating method is put forward, which is suitable for the normal reinforced concrete flexural members,the steel fiber reinforced partial concrete flexural members and the steel fiber reinforced whole concrete flexural members.Furthermore, the unified all course analysis programme is made.
- steel fiber,
- all course analysis,
- unified