Shear Response of Concrete-Filled FRP Composite Cylindrical Shells-Reference-Cited by-同舟云学术

Shear Response of Concrete-Filled FRP Composite Cylindrical Shells

Published:2006-06 Issue:6 Volume:132 Page:949-960
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Burgueño Rigoberto¹²,Bhide Kedar M.¹²

Affiliation:

1. Assistant Professor, Dept. of Civil and Environmental Engineering, 3574 Engineering Building, Michigan State Univ., East Lansing, MI 48824-1226 (corresponding author).

2. Design Engineer, Engineering Services and Consultants Inc., 44 Federal St., Ste. 200B, Stambaugh Building, Youngstown, OH 44503.

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%290733-9445%282006%29132%3A6%28949%29

Reference22 articles.

1. Ahmad I. (2004). “Shear response and bending fatigue behavior of concrete-filled fiber reinforced polymer tubes.” Ph.D. dissertation North Carolina State Univ. Raleigh N.C.

2. Bhide K. M. (2002). “Shear response of concrete filled circular fiber-reinforced polymer composite tubes.” Master's thesis Michigan State Univ. East Lansing Mich.

3. Burgueño R. (1999). “System characterization and design of modular fiber reinforced polymer (FRP) short and medium-span bridges.” Doctoral dissertation Univ. of California San Diego.

4. Davol A. (1998). “Mechanical characterization of concrete filled FRP members.” Doctoral dissertation Univ. of California San Diego.

Cited by 14 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. Shear behaviour of FRP-confined concrete/UHPC core-encased rebar: Experimental investigation and design method;Engineering Structures;2023-06

2. Compressive Behavior of Concrete-Filled Filament-Wound FRP Tubes with Local Tube Damage;Journal of Composites for Construction;2023-04

3. Shear and Bending Behaviour of Short-Span Steel-Reinforced Concrete-Filled FRP Tubes with ± 55° Fiber Orientation;Lecture Notes in Civil Engineering;2022-06-17

4. Applicability of Convolutional Neural Networks for Calibration of Nonlinear Dynamic Models of Structures;Frontiers in Built Environment;2022-04-06

5. Combined Torsion, Flexure, and Axial Compression Applied to Concrete-Filled FRP Tubes;Lecture Notes in Civil Engineering;2021-11-27