Strategies for numerical modeling the behavior of RC beams strengthened in shear using the ETS technique-Reference-Cited by-同舟云学术

Strategies for numerical modeling the behavior of RC beams strengthened in shear using the ETS technique

Published:2016-12 Issue: Volume:128 Page:296-315
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Breveglieri M.,Barros J.A.O.,Aprile A.,Ventura-Gouveia A.

Funder

Engineering Department of the University of Ferrara and by ENDURE - European Network for Durable Reinforcement and Rehabilitation Solutions

FCT (Portuguese Foundation for Science and Technology), within ISISE

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference72 articles.

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2. Non-orthogonal cracks in a smeared finite element model;de Borst;Eng Comput,1985

3. Nonlinear mechanics of reinforced concrete;Maekawa,2003

4. Rots JG. Comparative study of crack models. In: Max AN. Hendriks, Jan G. Rots, editor. Third DIANA world conf, Tokyo, Japan 9–11 October. Taylor & Francis; 2002, p. 17–28.

5. Finite element analysis of reinforced concrete structures under monotonic loads;Kwak,1990

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