EXPERIMENTAL RESEARCH ON SHEAR BEHAVIOR OF STONE MASONRY JOINT UNDER SHEAR AND COMPRESSION LOADING

Chai Zhenling; Guo Zixiong; Hu Yidong; Li Gang; Yin Tinghua

doi:10.13204/j.gyjz201109014

Volume 41 Issue 9

Dec. 2014

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2011 > 41(9): 63-66

Yao Shan, Kong Cuiwei, Zhang Jiwen. EXPERIMENTAL STUDY ON HRBF500 AND FIBER REINFORCED CEMENTITIOUS COMPOSITES HOLLOW COLUMNS UNDER ECCENTRIC LOADING[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(11): 27-31. doi: 10.13204/j.gyjz201211006

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Chai Zhenling, Guo Zixiong, Hu Yidong, Li Gang, Yin Tinghua. EXPERIMENTAL RESEARCH ON SHEAR BEHAVIOR OF STONE MASONRY JOINT UNDER SHEAR AND COMPRESSION LOADING[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(9): 63-66. doi: 10.13204/j.gyjz201109014

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EXPERIMENTAL RESEARCH ON SHEAR BEHAVIOR OF STONE MASONRY JOINT UNDER SHEAR AND COMPRESSION LOADING

doi: 10.13204/j.gyjz201109014

1.
1. College of Civil Engineering,Huaqiao University,Quanzhou 362021,China;
2.
2. Faculty of Infrastructure Engineering,Dalian University of Technology,Dalian 116024,China

Received Date: 2010-10-13
Publish Date: 2011-09-20

Abstract

Abstract

The reasearch on shear behavior of stone masonry joint is a key factor to understand the seismic behaviorof stone masonry structures. Twelve stone masonry specimens constructed by paving mortar were tested under shearand compression load to investigate the shear behavior of mortar joint. The main influence parameters were mortar strength in mortar joint and vertical compressive stress under morar joint. The failure process, shear strength and deformation of stone masonry mortar joint in mortar joint analyzed. Test results indicated that the failure process of stone masonry constructed by paving mortar mainly contains elastic－plastic deformation and frictional sliding phases, and that the shear strength of mortar joint is improved with increasing the mortar strength and vertical compressive stress. Finally, by means of a regression analysis, a formula was proposed to calculate the shear strength of stone masonry joints. The calculated results by proposed formula were in good agreement with the test results.
- stone masonry,
- shear-compression loading,
- construction with paving mortar,
- mortar joint,
- shear behavior

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References(6)

References

郭子雄,黄群贤,柴振岭.石结构房屋抗震防灾关键技术研究与展望[J].工程抗震与加固改造,2009,31(6):47-51.

[2] 刘木忠.料石墙体的抗剪强度[J].华侨大学学报,1985,6(1):36-40.

[3] Venu Madhava Rao K,Venkatarama Reddy B V,Jagadish K S.Strength Characteristics of Stone Masonry [J].Materials and Structures,1997,30(5):233-237.

[4] Abdou L,Ami Saada R,Meftah F.Experimental Investigations of the Joint-Mortar Behavior [J].Mechanics Research Communications,2006,33: 370-384.

[5] 王兰,郭子雄,柴振岭.石材-砂浆界面粘结性能试验研究[J].华侨大学学报: 自然科学版,2009,31(6):650-655.

[6] 柴振岭,郭子雄,胡奕东,等.干砌甩浆砌石墙通缝抗剪强度试验研究[J].建筑结构学报,2010,31(S2):340-345.

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