Flexural Performance of Polypropylene Fiber Reinforced Scoria Aggregate Concrete Beams after Exposure to Elevated Temperatures-Reference-Cited by-同舟云学术

Flexural Performance of Polypropylene Fiber Reinforced Scoria Aggregate Concrete Beams after Exposure to Elevated Temperatures

Published:2022-06 Issue:3 Volume:36 Page:
ISSN:0887-3828
Container-title:Journal of Performance of Constructed Facilities
language:en
Short-container-title:J. Perform. Constr. Facil.

Author:

Cai Bin¹,Lv Ning²,Fu Feng³^ORCID

Affiliation:

1. Professor, School of Civil Engineering, Jilin Jianzhu Univ., Changchun 130118, Jilin, China.

2. Research Student, School of Civil Engineering, Jilin Jianzhu Univ., Changchun 130118, Jilin, China.

3. Senior Lecturer in Structural Engineering, School of Mathematics, Computer Science and Engineering, City, Univ. of London, London EC1V 0HB, UK (corresponding author). ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Civil and Structural Engineering

Link

https://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29CF.1943-5509.0001716

Reference41 articles.

1. Elevated temperature performance of reinforced concrete beams containing waste polypropylene fibers

2. Concrete blocks for thermal insulation in hot climate

3. Effect of initial curing on early strength and physical properties of a lightweight concrete

4. Optimization of the type and amount of polypropylene fibres for preventing the spalling of lightweight concrete subjected to hydrocarbon fire

5. Neural networks analysis of compressive strength of lightweight concrete after high temperatures

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