EXPERIMENTAL STUDY ON FLEXURAL BEHAVIOR OF CHANNEL-MASONRY COMPOSITE BEAMS FOR FAST RECONSTRUCTION OF LARGE SPACE

Zhang Hongmei; Liu Wei

doi:10.13204/j.gyjz201105018

Volume 41 Issue 5

Dec. 2014

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Zhang Hongmei, Liu Wei. EXPERIMENTAL STUDY ON FLEXURAL BEHAVIOR OF CHANNEL-MASONRY COMPOSITE BEAMS FOR FAST RECONSTRUCTION OF LARGE SPACE[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(5): 80-83. doi: 10.13204/j.gyjz201105018

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Zhang Hongmei, Liu Wei. EXPERIMENTAL STUDY ON FLEXURAL BEHAVIOR OF CHANNEL-MASONRY COMPOSITE BEAMS FOR FAST RECONSTRUCTION OF LARGE SPACE[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(5): 80-83. doi: 10.13204/j.gyjz201105018

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EXPERIMENTAL STUDY ON FLEXURAL BEHAVIOR OF CHANNEL-MASONRY COMPOSITE BEAMS FOR FAST RECONSTRUCTION OF LARGE SPACE

doi: 10.13204/j.gyjz201105018

1.
Discipline of Structural Engineering,Yanbian University,Yanji 133000,China

Received Date: 2010-11-30
Publish Date: 2011-05-20

Abstract

Abstract

It has been shown that channel-masonry composite beams feature high bearing capacity, good stability and ductility etc, which may be used for strengtherming projects, according to the flexural behavior tests of two channel-masonry composite beams and one channel beam, and also a comparison between the results of theoretical calculations and those of FE numerical calculations.
- ANSYS,
- channel-masonry,
- composite beams,
- flexural behavior,
- experimental study

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References(12)

References

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