Strengthening Two-Way Reinforced Concrete Floor Slabs Using Polypropylene Fiber Reinforcement-Reference-Cited by-同舟云学术

Strengthening Two-Way Reinforced Concrete Floor Slabs Using Polypropylene Fiber Reinforcement

Published:2011-05 Issue:5 Volume:23 Page:562-571
ISSN:0899-1561
Container-title:Journal of Materials in Civil Engineering
language:en
Short-container-title:J. Mater. Civ. Eng.

Author:

Radik Matthew J.¹²³,Erdogmus Ece¹²³,Schafer Travis¹²³

Affiliation:

1. Senior Structures Designer, Union Pacific Railroad.

2. Associate Professor of Architectural Engineering, Univ. of Nebraska–Lincoln, 205A PKI, 1110, St. 67th St., Omaha, NE (corresponding author).

3. Structural Engineer, Wiss, Janney, Elstner Associates.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29MT.1943-5533.0000206

Reference13 articles.

1. Load Capacity of Concrete Masonry Block Walls Strengthened with Epoxy-bonded GFRP Sheets

2. American Concrete Institute (ACI). (2002). “Guide for the design and construction of externally bonded FRP systems for strengthening concrete structures.” ACI 440.2R-02 Farmington Hills MI.

3. ASTM International. (2005). “Standard test method for compressive strength of cylindrical concrete specimens.” C39/C39M-05 West Conshohocken PA.

4. ASTM International. (2002). “Standard test method for compressive strength of hydraulic cement mortars (using 2 in. or [50 mm] cube specimens).” C109/C109M-02 West Conshohocken PA.

5. ASTM International. (2004). “Standard test method for splitting tensile strength of cylindrical concrete specimens.” C496/C496M-04 West Conshohocken PA.

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