Behavior of Steel Fiber-Reinforced High-Strength Concrete Columns under Uniaxial Compression-Reference-Cited by-同舟云学术

Behavior of Steel Fiber-Reinforced High-Strength Concrete Columns under Uniaxial Compression

Published:2010-10 Issue:10 Volume:136 Page:1225-1235
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Paultre P.¹²³⁴,Eid R.¹²³⁴,Langlois Y.¹²³⁴,Lévesque Y.¹²³⁴

Affiliation:

1. Professor, Dept. of Civil Engineering, Faculty of Engineering, Univ. of Sherbrooke, Sherbrooke, PQ, Canada J1K 2R1 (corresponding author).

2. Senior Lecturer, Civil Engineering Department, Sami Shamoon College of Engineering, P.O. Box 950, Beer Sheva 84100, Israel.

3. Structural Engineer, Teknika HBA, 150 de Vimy St., Sherbrooke, PQ, Canada J1J 3M7.

4. Structural Engineer, Group SM International, 75 Queen, Suite 5200, Montreal, PQ, Canada H3C 2N6.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29ST.1943-541X.0000211

Reference31 articles.

1. ACI. (1999). “Design considerations for steel fiber reinforced concrete.” ACI 544.4R Farmington Hills MI.

2. ACI. (2005). “Building code requirements for structural concrete.” ACI 318 Farmington Hills MI.

3. Aveston J. Mercer R. A. and Sillwood J. M. (1974). “Fiber reinforced cements—Scientific foundation for specification.” Composites Standards Testing and Design Proc. National Physical Laboratory Conf. IPC Science and Technology London 93–103.

4. The effects of fibers on the confinement models for concrete columns

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