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Volume 41 Issue 5
Dec.  2014
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Article Contents
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
Citation: 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

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

doi: 10.13204/j.gyjz201105018
  • Received Date: 2010-11-30
  • Publish Date: 2011-05-20
  • 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.
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