RESEARCH ON COMPRESSIVE BEHAVIORS OF N-TYPE BLOCK MASONRY

Chen Liang; Guo Yurong; Huang Liang; Tao Chengzhi; Xiao Yan; Li Ruian; Xu Chunliang

doi:10.13204/j.gyjz200807018

Volume 38 Issue 7

Dec. 2014

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Chen Liang, Guo Yurong, Huang Liang, Tao Chengzhi, Xiao Yan, Li Ruian, Xu Chunliang. RESEARCH ON COMPRESSIVE BEHAVIORS OF N-TYPE BLOCK MASONRY[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(7): 75-78. doi: 10.13204/j.gyjz200807018

Citation:

Chen Liang, Guo Yurong, Huang Liang, Tao Chengzhi, Xiao Yan, Li Ruian, Xu Chunliang. RESEARCH ON COMPRESSIVE BEHAVIORS OF N-TYPE BLOCK MASONRY[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(7): 75-78. doi: 10.13204/j.gyjz200807018

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RESEARCH ON COMPRESSIVE BEHAVIORS OF N-TYPE BLOCK MASONRY

doi: 10.13204/j.gyjz200807018

1.
1. College of Civil Engineering,Hunan University Changsha 410082;
2.
2. Construction Bureau of Xiangxi Autonomous Prefecture of Hunan Province Jishou 416000;
3.
3. No.23 Metallurgical Construction Group Co.,Ltd Changsha 410011

Received Date: 2007-07-13
Publish Date: 2008-07-20

Abstract

Abstract

Based on two sets of specimens,the compressive behaviors of N-type block masonry were investigated.Through these tests,the failure mode and the failure mechanism were studied.Test results show that the average compressive strength of N-type block masonry is increased by 30%～52% as compared to the common concrete masonry.The main reason for the strength rising is the full-alignment of web-shells in N-type block masonry prisms.Recommended formulas for calculating average compressive strength and modulus of elasticity is presented and the calculated results by the formulas are in good agreement with the test results.
- N-type block,
- compressive strength,
- modulus of elasticity