Mechanical Behavior and Design of FRP Structural Members at High and Low Service Temperatures-Reference-Cited by-同舟云学术

Mechanical Behavior and Design of FRP Structural Members at High and Low Service Temperatures

Published:2016-10 Issue:5 Volume:20 Page:04016021
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

Feng Peng¹,Wang Jie²,Tian Ye³,Loughery David⁴,Wang Yi⁴

Affiliation:

1. Professor, Dept. of Civil Engineering, Tsinghua Univ., Beijing 100084, China (corresponding author).

2. Ph.D. Candidate, Dept. of Civil Engineering, Tsinghua Univ., Beijing 100084, China.

3. Engineer, China Architecture Design and Research Group, Beijing 100044, China.

4. Master’s Degree Student, Dept. of Civil Engineering, Tsinghua Univ., Beijing 100084, China.

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%29CC.1943-5614.0000676

Reference33 articles.

1. AQSIQ and SAC (General Administration of Quality Supervision Inspection and Quarantine/Standardization Administration of the People’s Republic of China). (2005a). “Fiber-reinforced plastic composites: Determination of flexural properties.” GB/T 1449-2005 Beijing (in Chinese).

2. ASCE. (2010). “Pre-standard for load and resistance factor design (LRFD) of pultruded fiber reinforced polymer (FRP) structures.” Final Rep. Submitted to American Composites Manufacturers Association (ACMA) Reston VA.

3. ASTM. (2014). “Standard guide for design fabrication and erection of fiberglass reinforced (FRP) plastic chimney liners with coal-fired units.” ASTM D5364-14 West Conshohocken PA.

4. Modeling of post-fire stiffness of E-glass fiber-reinforced polyester composites

5. Modeling of Strength Degradation for Fiber-reinforced Polymer Composites in Fire

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