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

Turn off MathJax

Article Contents

Abstract

References

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

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

Citation:

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

Citation:

PDF( 0 KB)

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

FullText(HTML)

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.

Relative Articles

[1]	LIN Wenluo, LI Junhua, TAN Jie. Experimental Research on Shear Performance of Stainless Steel Connectors in a New Type of Prefabricated Concrete Sandwich Insulation Wall Panels[J]. INDUSTRIAL CONSTRUCTION, 2024, 54(4): 64-71. doi: 10.13204/j.gyjzG23050606
[2]	YANG Hui, WU Junlin, LIU Zhang, CHEN Zheheng, WANG Zheyu. Experimental Research on Shear Performance of Joint Interface in Prefabricated Viaducts[J]. INDUSTRIAL CONSTRUCTION, 2024, 54(4): 72-80. doi: 10.3724/j.gyjzG23051909
[3]	CHEN Yang, NING Jian, REN Chong, YANG Yong. Numerical Study on Shear Performance of Grouped Large Headed Stud Connectors in Prefabricated Steel-Thin UHPC Composite Girder[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(12): 164-174. doi: 10.13204/j.gyjzG23070905
[4]	WANG Lei. Nonlinear Analysis on Shear Performance of Twin I-Steel Reinforced Concrete Transfer Beams[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(11): 125-130,116. doi: 10.13204/j.gyjzG22120802
[5]	CHEN Shuhui, XIA Zhanghua, WU Zelin, XU Yousheng, HU Mingliang, ZHU Sanfan. The Shear Bearing Capacity of Prefabricated UHPC Utility Tunnels[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(5): 158-164. doi: 10.13204/j.gyjzG22010413
[6]	XIE Zhiqiang, SHI Leilei, ZHANG Ailin, ZHOU Daxing, ZHANG Xiangdong, YIN Bingshuai, WANG Kai. Research on Simplified Analysis Methods of Nonlinear Finite Element for Shear Performance of Self-Piercing Riveting Connections Between Cold-Formed Steel Sheets[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(5): 98-105,146. doi: 10.13204/j.gyjzG22011912
[7]	CHU Yunpeng, LUO Ping, ZHOU Yuan. SHEAR PERFORMANCE EXPERIMENTS OF COLD-FORMED THIN-WALLED STEEL LOAD-BEARING WALLS[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(8): 106-113,136. doi: 10.13204/j.gyjzG20101908
[8]	ZHOU Yunlong, GENG Lianheng, LIANG Xiongxiong, WANG Shuo, YOU Zhiguo. EXPERIMENTAL RESEARCH ON SHEAR PROPERTIES OF SELF-COMPACTING CONCRETE T-BEAMS WITH FIBERS INSTEAD OF STIRRUPS[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(11): 52-56. doi: 10.13204/j.gyjzG19081103
[9]	YANG Zhinian, Qi Jianquan, DUAN Kaida, YAN Jianji, SUN Xingwei, WANG Xingguo. EXPERIMENT STUDY ON SHEAR PROPERTIES OF RC BEAMS UNDER HIGH TEMPERATURE[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(10): 57-62. doi: 10.13204/j.gyjz201908060008
[10]	Yang Jianjiang Liu Ye Li Suyan Wang Fei Liu Ping, . EXPERIMENTAL RESEARCH ON WIND AND SHEAR RESISTANCE OF CONTAINER HOUSE SIDING[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(7): 164-169. doi: 10.13204/j.gyjz201507033
[11]	Pang Rui, Zhao Yi, Liang Shuting, Zhang Shuo. EXPERIMENTAL STUDY OF SHEAR CAPACITY OF HAIRPIN SLAB CONNECTION IN PRECAST RC FLOOR[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(02): 50-54. doi: 10.13204/j.gyjz201402012
[12]	Pang Rui, Xiong Xiaoli, Jiang Lifeng. EXPERIMENTAL STUDY OF SHEAR CAPACITY OF π-SHAPE SLAB JOINTS IN PRECAST RC DIAPHRAGM[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(08): 84-87.
[13]	Xue Jianyang, Wang Cheng, Ma Hui, Zhou Sheng, Zhang Jie. NUMERICAL SIMULATION OF SHEAR BEHAVIOR OF STEEL RECYCLED AGGREGATE CONCRETE SHORT COLUMNS BASED ON OPENSEES PROGRAM[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(8): 114-119,137. doi: 10.13204/j.gyjz201308025
[14]	Zou Linbin, Jiang Haibo, Wei Chungen, Yin Wu, Yang Min. FINITE-ELEMENT ANALYSIS OF SHEAR BEHAVIOR OF JOINT STRUCTURE IN SEGMENTAL CONSTRUCTION CONCRETE BOX GIRDER[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(11): 92-95. doi: 10.13204/j.gyjz201111020
[15]	Pang Rui, Liang Shuting, Zhu Xiaojun, Wu Chuanchuan, Meng Yao. EFFECT OF DETAILED FORMATIONS ON THE PLANE SHEAR MECHANICAL PROPERTY OF HAIRPIN CONNECTORS IN PRECAST RC FLOOR SLABS[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(6): 79-83. doi: 10.13204/j.gyjz201106017
[16]	Zhao Ruirong, Chen Lin, Zhou Yun. SHEAR PERFORMANCE ANALYSIS OF STIFFENED STEEL PLATE SHEAR WALLS WITH SLITS[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(5): 119-123. doi: 10.13204/j.gyjz201005025
[17]	Huang Hua, Liu Boquan, Liu Weiduo. STUDY ON SHEAR BOND PERFORMANCE BETWEEN POLYMER MORTAR AND CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(4): 103-105. doi: 10.13204/j.gyjz200904023
[18]	Liu Jun, Li Yingmei, Li Qing. EXPERIMENTAL STUDY ON INTERFACIAL SHEARING PROPERTY OF FRP REINFORCED CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(11): 79-81,96. doi: 10.13204/j.gyjz200811019
[19]	Li Junhua, Wang Xintang, Xue Jianyang, Zhao Hongtie. EXPERIMENT AND ANALYSIS ON SHEAR PERFORMANCE OF STEEL REINFORCED HIGH - STRENGTH CONCRETE COLUMNS[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(3): 90-94,59. doi: 10.13204/j.gyjz200703022
[20]	Yang Yongxin, Cao Jinsong, Yue Qingrui, Zhao Yan, Cai Peng, Peng Fuming, Li Qingwei. STANDARD MOULD ON SHEAR SPECIMEN OF RESIN[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(8): 5-6,4. doi: 10.13204/j.gyjz200508002