Shear and flexural strengthening of deficient flat slabs with post‐installed bolts and CFRP composites bonded through EBR and EBROG

Author:

Torabian Ala1ORCID,Isufi Brisid2ORCID,Mostofinejad Davood1,Pinho Ramos António23

Affiliation:

1. Department of Civil Engineering Isfahan University of Technology (IUT) Isfahan Iran

2. Department of Civil Engineering, NOVA School of Science and Technology Universidade NOVA de Lisboa Caparica Portugal

3. CERIS Lisbon Portugal

Publisher

Wiley

Subject

Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Reference61 articles.

1. Lessons from the Sampoong department store collapse

2. Effects of openings on the punching shear strength of reinforced concrete slabs

3. Wood J. G. M.(2003). Pipers Row Car Park Wolverhampton: Quantitative Study of the Causes of the Partial Collapse on 20th March 1997. Available fromhttp://www.hse.gov.uk/research/misc/pipersrowpt1.pdf. Accessed March 1 2019.

4. Efficiency of Various Punching Shear Reinforcement Systems for Flat Slabs

5. Experimental investigation on punching strength and deformation capacity of shear‐reinforced slabs;Lips S;ACI Struct J,2012

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