Affiliation:
1. Department of Civil Engineering, Lublin University of Technology, Lublin, Poland
Abstract
The paper presents results of a study on T-shaped composite concrete beams with a variously located interface. Damage to tested beams was caused by shear. The crack patterns and the value of the force causing interface cracking were analysed. Conclusions concerning the failure mechanism were formulated. Moreover, the influence of the interface location and of the difference between the moduli of elasticity of joint materials on stress in the interface was also analysed.
Subject
Building and Construction,Civil and Structural Engineering
Reference13 articles.
1. CEN (European Committee for Standardization) (2008) EN 1992-1-1:2008: Eurocode 2: Design of concrete structures. General rules and rules for buildings. CEN, Brussels, Belgium.
2. Proposed theory to determine the horizontal shear between composite precast and in situ concrete
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