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《Sichuan Building Science》 2010-01
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Further study on mechanics of pre-stressed anchor bolt

WU Yong1,2,HE Siming1,LI Xinpo1(1.Institute of Mountain Hazards and Environment,Chinese Academy of Sciences,Chengdu 610041,China;2.Graduate School of the Chinese Academy of Sciences,Beijing 100039,China)  
Specifically for the problem on pre-stressed anchor bolt mechanism,take the interface shear stress distributing formula of bond bolt provided in article 《STUDY ON MECHANICS OF PRE-STRESSED ANCHOR BOLT》[7] as basis and with the condition of considering the interface constitutive relation,the stress distribution law and its influencing factors have been analyzed.Then base on the further theory analyses,the ultimate bearing capacity of the certain length anchor has also been studied clearly.The result shows to certain pole of length,the ultimate bearing capacity is certain and connected with anchoring system character.
【Fund】: 国家自然科学基金项目(40572158);; 交通部西部科技项目(2006-318-792-85)
【CateGory Index】: TU753.8
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【Citations】
Chinese Journal Full-text Database 5 Hits
1 Xu Jingmao,Gu Leiyu (The Third Research Institute of Engineering Corps,General Staff of PLA, Luoyang 471023 China);TESTING STUDY ON THE PEAK SHEAR STRENGTH BETWEEN GROUT AND BORE WALL IN THE INTERIOR BOND SECTION OF PRESTRESSED ANCHORAGE CABLE[J];Chinese Journal of Rock Mechanics and Engineering;2004-22
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【Co-citations】
Chinese Journal Full-text Database 10 Hits
1 FAN Yu-jie~1,WAN Sheng-wu~2(1.College of Architecture and Civil Engineering,Huazhong University of Science and Technology,Wuhan 430074,P.R..China;2.College of Urban Construction,Wuhan University of Science and Technology,Wuhan 430070,P.R..China);Calculation Method of Effective Length of Bolt Support and Ultimate Pullout Force of Prestressed Cable[J];Chinese Journal of Underground Space and Engineering;2006-04
2 WANG Shuren, HE Manchao, JIN Yongjun Civil and Environmental Engineering School, University of Science and Technology Beijing, Beijing 100083, China Geotechnique Institute, China University of Mining and Technology, Beijing 100083, China Geotechnique Institute, China University of Geosciences, Beijing 100083, China;Anchoring mechanism of prestressed anchor cables under concentrated tension and dispersive pressure[J];Journal of University of Science and Technology Beijing;2005-03
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China Proceedings of conference Full-text Database 2 Hits
1 ZENG Xian-ming, DUYun-he, FANJun-qi, LIANG Shi-fa, XIAO Ling, LI Shi-min (The 3rd Scientific Research Institute of the Engineering Corps, Headquarters of the General Staff of PLA, Luoyang 471023, China; East China Jiaotong University, Nanchang 330013, China; Engineering Scientific Research and Design Institute of Chengdu Army, Chengdu 650031, China);DISCUSSION ON EVOLUTIONARY LAW,ATTENUATING CHARACTERISTIC AND CALCULATING METHOD FOR THE SHEARING STRESS OF THE SECOND INTERFACE OF ANCHORAGE TYPE STRUCTURES[A];[C];2005
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【Secondary Citations】
Chinese Journal Full-text Database 9 Hits
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6 YOU Chun-an,ZHANYu-bao (College of Civil Engineering and Architecture,Shandong University of Science and Technology,Tai′an 271019,China);DISTRIBUTING CHARACTERS AND ANALYSIS OF STRESSES IN PRESTRESSED CABLES[J];Chinese Journal of Rock Mechanics and Engineering;2005-06
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