The numerical calculation method of the RC component positive section of the cracking degrees

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The numerical calculation method of the RC component positive section of the cracking degrees

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[1]Gao Danying,Ding Ziqiang,The numerical calculation method of the RC component positive section of the cracking degrees[J].Journal of Zhengzhou University (Engineering Science),1990,11(01):9-15.

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Journal of Zhengzhou University (Engineering Science)[ISSN 1671-6833/CN 41-1339/T] Volume: 11 Number of periods: 1990 01 Page number: 9-15 Column: Public date: 1990-01-28

Title:: The numerical calculation method of the RC component positive section of the cracking degrees

Author(s):: Gao Danying; Ding Ziqiang;; Zhengzhou Institute of Technology Water Trail, Zhengzhou Institute of Technology Water Trail,

Keywords:: Reinforced concrete short beam; the limits of the edge of the pull; plastic coefficient

CLC:: -

DOI:: -

Abstract:: This article explores the effects of cross -high ratio and section height on positive cross -section cracking computing through the test of reinforced concrete rectangular cross -section short beam short beaming. On this basis, the numerical calculation method is used to study the positive cross -sectional crack resistance coefficient of steel concrete rectangular cross -section short beam, which is better than the test results.

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