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FINITE ELEMENT ANALYSIS OF RC BEAMS INCLUDE BOND SLIP EFFECT

Published In: INTERNATIONAL CONFERENCE ON ADVANCES IN CIVIL, STRUCTURAL AND CONSTRUCTION ENGINEERING
Author(s): METIN HUSEM , SERHAT DEMIR

Abstract: Load transition between reinforcement and surrounding concrete effect RC members’ behavior in a great deal. But adherence is usually ignored in RC members’ analyses which are performed using the FE method. In this study, the effects of bond slip on the analysis of RC members are examined. In the FE analyses, bond slip behavior between reinforcement and surrounding concrete simulated with spring elements. Bond slip relationship is identified experimentally using beam bending test suggested by RILEM. The results obtained from FE analyses are compared with the result of RC beam, tested experimentally

  • Publication Date: 08-Jun-2014
  • DOI: 10.15224/978-1-63248-020-0-20
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SIMULATION AND COMPARATIVE ANALYSIS OF WASTE IN CONCRETE SLABS

Published In: INTERNATIONAL CONFERENCE ON ADVANCES IN CIVIL, STRUCTURAL AND CONSTRUCTION ENGINEERING
Author(s): F. GUADALUPE CABRERA-COVARRUBIAS , J. LUIS ALMARAL-SANCHEZ , JOSE M. GOMEZ-SOBERON

Abstract: Construction sector generates significant amounts of waste that affects the environment and obstructs a sustainable development. The horizontal structure (slabs and roofs) is one of the building elements, by its functional requirement (geometry and layout) and volume, who uses more raw material for its constitution (potential generators of waste) On the other hand, the choice of the system to use, is typically based on criteria such as the ease of construction, the economy availability or the technological feasibility; so, from a sustainable perspective, the generation of waste has not been considered or evaluated. This work compares and analyzes four different common elements used in slabs and the possible generation of waste produced for the construction and eventual demolition of them, in order to provide a new weighting criterion in the choice.

  • Publication Date: 08-Jun-2014
  • DOI: 10.15224/978-1-63248-020-0-21
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