The Experimental Study of Post-Embedded RC Bending Members with Inorganic Anchoring Material under Repeated Load

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Abstract:

The experiment of post-embedded RC bending members with inorganic anchoring material and integral casting RC member under repeated load is conducted for the parameters with anchorage depth(15D,20D) and concrete strength grade(C20,C30). Comparing and analyzing the experimental phenomenon and data, the failure mechanism, anchorage behavior, the bearing capacity and seismic behavior of these members.

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Periodical:

Advanced Materials Research (Volumes 446-449)

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3446-3451

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Online since:

January 2012

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© 2012 Trans Tech Publications Ltd. All Rights Reserved

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[1] Guanghai Dai, Hui Zhang, Haiyan Chen.Coal Ash,2009. (In Chinese)

Google Scholar

[2] Xiaoqin Peng, Yanmeng Liu. Journal of Chongqing jianzhu University.Vol.29,NO.2,2007.(In Chinese)

Google Scholar

[3] Deyong Wang. The experimental research of the inorganic chemistry embedded steel bar technology. Master thesis, Xian University of science and technology,2007. (In Chinese)

Google Scholar

[4] Lei Geng, Shun Xie. New building materials,2009. (In Chinese)

Google Scholar

[5] Huabin Xu. Experimental investigation of the bonded rebar anchorage properties of cement based inorganic anchoring material. Master thesis,Zhengzhou University,2006.(In Chinese)

Google Scholar

[6] Specificating of testing methods for earthquake resistant building(JGJ 101-96). (In Chinese)

Google Scholar

[7] Zhenhai Guo, Xudong Shi. Reinforced concrete theory and analyse. Tsinghua University Press. (In Chinese)

Google Scholar