Rectangular Filament-Wound Glass Fiber Reinforced Polymer Tubes Filled with Concrete under Flexural and Axial Loading: Experimental Investigation-Reference-Cited by-同舟云学术

Rectangular Filament-Wound Glass Fiber Reinforced Polymer Tubes Filled with Concrete under Flexural and Axial Loading: Experimental Investigation

Published:2005-02 Issue:1 Volume:9 Page:25-33
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

Fam Amir¹²³,Schnerch David¹²³,Rizkalla Sami¹²³

Affiliation:

1. Assistant Professor and Canada Research Chair in Innovative and Retrofitted Structures, Dept. of Civil Engineering, Queen’s Univ., Kingston, ON K7L 3N6, Canada.

2. Doctoral Student, Civil Engineering Dept., North Carolina State Univ., Raleigh, NC 27695-7533.

3. Distinguished Professor of Civil Engineering and Construction, Director of the Constructed Facilities Laboratory, Civil Engineering Dept., North Carolina State Univ., Raleigh, NC 27695-7533.

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%291090-0268%282005%299%3A1%2825%29

Reference20 articles.

1. American Concrete Institute (ACI). Committee 318. (1999). “Building code requirements for reinforced concrete and commentary.” ACI 318M-99/ACI 318RM-99 Detroit.

2. American Society for Testing and Materials (ASTM). (1987). “Standard test method for compressive properties of polymer matrix composite materials.” D3410-87 West Conshohocken Pa.

3. American Society for Testing and Materials (ASTM). (2000). “Standard test method for tensile properties of polymer matrix composite materials.” D3039/D3039M-00 West Conshohocken Pa.

4. Burgueno R. Davol A. and Seible F. (1998). “The carbon shell system for modular bridge components.” Proc. 1st Int. Conf. on Composites in Infrastructure ICCI’96 H. Saadatmanesh and M. R. Ehsani eds. Tucson Ariz. 341–354.

Cited by 86 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. FRP–Concrete–Steel Double-Skin Tubular Columns with UHPC/ECC: Concept and Compressive Behavior under Concentric Loading;Journal of Composites for Construction;2023-06

2. Axial-flexural behaviours of concrete-filled square GFRP tubular columns under low temperatures;Engineering Structures;2023-02

3. Seismic performance of GFRP tube concrete-encased steel composite columns under axial compression;Journal of Constructional Steel Research;2023-01

4. Axial compressive behaviours of concrete-filled square GFRP tubular columns at low temperatures;Construction and Building Materials;2022-12

5. Effect of the GFRP wrapping on the shear and bending Behavior of RC beams with GFRP encasement;STEEL COMPOS STRUCT;2022