Case Study on the Restoration of Flexural Capacity of Continuous One-Way RC Slabs with Cutouts-Reference-Cited by-同舟云学术

Case Study on the Restoration of Flexural Capacity of Continuous One-Way RC Slabs with Cutouts

Published:2011-12 Issue:6 Volume:15 Page:992-998
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

Seliem H. M.¹²³⁴,Seracino R.¹²³⁴,Sumner E. A.¹²³⁴,Smith S. T.¹²³⁴

Affiliation:

1. Assistant Professor, Dept. of Civil Engineering, Helwan Univ., Cairo, Egypt (corresponding author).

2. Associate Professor, Dept. of Civil, Construction, and Environmental Engineering, North Carolina State Univ., Raleigh, NC.

3. Assistant Professor, Dept. of Civil, Construction, and Environmental Engineering, North Carolina State Univ., Raleigh, NC.

4. Associate Professor, Dept. of Civil Engineering, Univ. of Hong Kong, Hong Kong, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29CC.1943-5614.0000232

Reference18 articles.

1. ACI Committee 437 (2003). “Strength evaluation of existing concrete buildings.” ACI 437.1R-03 American Concrete Institute Farmington Hills MI 28.

2. ACI Committee 440 (2008). “Guide for the design and construction of externally bonded FRP systems for strengthening concrete structures.” ACI 440.2R-08 American Concrete Institute Farmington Hills MI 76.

3. ASTM. (2007). “Standard test methods and definitions for mechanical testing of steel products.” A 370-07 ASTM International West Conshohocken PA 47.

4. ASTM. (2004). “Standard test method for obtaining and testing drilled cores and sawed beams of concrete.” C 42/C 42M-04 ASTM International West Conshohocken PA 6.

5. Casadei P. Ibell T. and Nanni A. (2003). “Experimental Results of One-Way Slabs with Openings Strengthened with CFRP Laminates.” Proc. Fiber-Reinforced Polymer Reinforcement for Concrete Structures FRPRCS-6 World Scientific Singapore 1097–1106.

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