Mechanically Fastened FRP-Strengthened Two-Way Concrete Slabs with and without Cutouts

Author:

Elsayed Walid E.123,Ebead Usama A.123,Neale Kenneth W.123

Affiliation:

1. Lecturer, Dept. of Civil Engineering, Helwan Univ., Cairo, Egypt.

2. Assistant Professor, Civil and Environmental Engineering Dept., College of Engineering, United Arab Emirates Univ., Al Ain, United Arab Emirates (corresponding author).

3. Canada Research Chair in Advanced Engineered Material Systems, Dept. of Civil Engineering, Univ. of Sherbrooke, Sherbrooke PQ, Canada J1K 2R1.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,Building and Construction,Civil and Structural Engineering,Ceramics and Composites

Reference26 articles.

1. ADINA R&D Inc. (2004a). “Automatic dynamic incremental nonlinear analysis.” Finite element software Version 8.2 Watertown Mass.

2. ADINA. (2004b). Theory and modeling guide Version 8.2 Vol. 1 Chap. 3 Watertown Mass.

3. Bank L. C. (2004). “Mechanically fastened FRP (MF-FRP)—A viable alternative for strengthening RC members.” FRP Composites in Civil Engineering Proc. CICE 2004 R. Seracino ed. Univ. of Adelaide Adelaide Australia.

4. Bank L. C. Oliva M. G. Arora D. and Borowicz D. T. (2003). “Rapid strengthening of reinforced concrete bridges.” University Transportation Center Program Rep. No. WHRP 03–06 Center for Infrastructure Engineering Studies Univ. of Missouri Rolla Mo.

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