Experimental Study on Anchorage Performance of Chemical Adhesive Steel Bar in Concrete

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This paper describes the behavior of adhesive anchor under pullout load. By measuring steel slips and strain distribution under different loads and observing the damage process of the specimen, the failure modes of anchors, mechanism of bonding and bond stress distribution are investigated and discussed. The study laid the foundation for determining the constitutive relationship of bond slip.

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331-334

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July 2014

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© 2014 Trans Tech Publications Ltd. All Rights Reserved

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[1] COOK R A. Behavior of chemical bonded anchors[J]. Journal of Structural Engineering, ASCE, 1993, 119( 9): 2744 2762.

Google Scholar

[2] Cook R A, Kunz J, Fuchs W, Konz RC. Behavior and Design of Single Adhesive Anchor Under Tensile Load in Uncracked Concrete. ACI Structural Journal, 1998; 95(1).

DOI: 10.14359/522

Google Scholar

[3] COOK R A, KONZ R C. Factor influencing bond strength of adhesive anchors[J]. AC1 Structural Journal, 2001, 98(1): 76 86.

Google Scholar

[4] W.J. Shi, X.G. Zhou, J.Z. Huang. Experimental Study on Hybrid Coagulation on the Anchorage Performance of Planting Reinforcing Bar of Structure [J]. Building structure. 2001, 31(3): 9-12.

Google Scholar

[5] X.G. Zhou, W.J. Shi, C.X. Li. The Reinforced Concrete Anchorage Component by the Restoring Force Characteristics of Low Cycle Repeated Load Setting [J]. Building structure. 2002, 32( 8) : 38-40.

Google Scholar

[6] L.Z. Shi, J.R. Zhang. Experimental Research on the Behavior of Adhesive Reinforcement under Pullout Load, 2014, Advances in civil and structural engineering Ⅲ, Part2: 1027-1031.

DOI: 10.4028/www.scientific.net/amm.501-504.1027

Google Scholar