Impact of Reinforcement Ratio and Loading Type on the Deformation Capacity of High-Performance Fiber-Reinforced Cementitious Composites Reinforced with Mild Steel-Reference-Cited by-同舟云学术

Impact of Reinforcement Ratio and Loading Type on the Deformation Capacity of High-Performance Fiber-Reinforced Cementitious Composites Reinforced with Mild Steel

Published:2016-10 Issue:10 Volume:142 Page:04016084
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Bandelt Matthew J.¹,Billington Sarah L.²

Affiliation:

1. Assistant Professor, John A. Reif, Jr. Dept. of Civil and Environmental Engineering, New Jersey Institute of Technology, Newark, NJ 07102 (corresponding author).

2. Professor, Dept. of Civil and Environmental Engineering, Stanford Univ., Stanford, CA 94305.

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.0001562

Reference36 articles.

1. ASTM. (2014). “Specification for deformed and plain low-alloy steel bars for concrete reinforcement.” ASTM A706 West Conshohocken PA.

2. Bandelt M. and Billington S. (2014). “Simulating bond-slip effects in high-performance fiber-reinforced cement based composites under cyclic loads.” Proc. EURO-C 2014 Computational Modelling of Concrete Structures Vol. 2 CRC Press Boca Raton FL 1059–1066.

3. Bond behavior of steel reinforcement in high-performance fiber-reinforced cementitious composite flexural members

4. Cyclic Response of Unbonded Posttensioned Precast Columns with Ductile Fiber-Reinforced Concrete

5. Tension Stiffening and Cracking of Steel Fiber-Reinforced Concrete

Cited by 65 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Seismic behaviors of steel-FRP composite bar-reinforced engineered cementitious composites columns under reversed cyclic loads;Engineering Structures;2024-10

2. Plastic hinge length in reinforced HPFRCC beams and columns;Engineering Structures;2024-09

3. Experimental study on the mechanical properties of reinforced engineered cementitious composites;Case Studies in Construction Materials;2024-07

4. Effect of high-strength and stainless steel reinforcement on the flexural behavior of UHPC beams;Case Studies in Construction Materials;2024-07

5. Projecting the resiliency of nano-modified cementitious composites with hybrid BFP/PVA fibers in shear key joints;Structures;2024-05