PRIMARY EXPERIMENTAL STUDY ON THE XINJIANG POPLAR TIMER BEAM FLEXURAL BEHAVIOR

Saierjiang Halike; Liu Qing; Liu Yun

doi:10.13204/j.gyjz201308016

Volume 43 Issue 8

Dec. 2014

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Saierjiang Halike, Liu Qing, Liu Yun. PRIMARY EXPERIMENTAL STUDY ON THE XINJIANG POPLAR TIMER BEAM FLEXURAL BEHAVIOR[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(8): 75-78,54. doi: 10.13204/j.gyjz201308016

Citation:

Saierjiang Halike, Liu Qing, Liu Yun. PRIMARY EXPERIMENTAL STUDY ON THE XINJIANG POPLAR TIMER BEAM FLEXURAL BEHAVIOR[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(8): 75-78,54. doi: 10.13204/j.gyjz201308016

Saierjiang Halike, Liu Qing, Liu Yun. PRIMARY EXPERIMENTAL STUDY ON THE XINJIANG POPLAR TIMER BEAM FLEXURAL BEHAVIOR[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(8): 75-78,54. doi: 10.13204/j.gyjz201308016

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PRIMARY EXPERIMENTAL STUDY ON THE XINJIANG POPLAR TIMER BEAM FLEXURAL BEHAVIOR

doi: 10.13204/j.gyjz201308016

1.
College of Architectural Engineering of Xinjiang University,Urumqi 830047,China

Received Date: 2012-09-25
Publish Date: 2013-08-20

Abstract

Abstract

Xinjiang Poplar is endemic to Xinjiang and is widely used in Xinjiang, but there are less researches on the Xinjiang Poplar.It was studied the flexural behavior of Xinjiang Poplar beam, and the basic mechanical properties, moisture content, tensile strength, compressive strength perpendicular to the grain of Xinjiang Poplar were measured.The bending tests of 5 Xinjiang Poplar beams of rectangular cross-section were done to verify the plane section assumption, and the Xinjiang Poplar timber beam's relationships among failure characteristics, ultimate load, load-strain, load-deflection etc were obtained.
- Xinjiang Poplar timber beam,
- flexural behavior,
- mechanical properties