Flexural behaviour of plain and reinforced lightweight aggregate concrete beams up to 600°C-Reference-Cited by-同舟云学术

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Flexural behaviour of plain and reinforced lightweight aggregate concrete beams up to 600°C

Published:1974-03 Issue:2 Volume:4 Page:231-237
ISSN:0008-8846
Container-title:Cement and Concrete Research
language:en
Short-container-title:Cement and Concrete Research

Author:

Sullivan P.J.E,Labani J.M

Publisher

Elsevier BV

Subject

General Materials Science,Building and Construction

Reference4 articles.

1. The structural behaviour of concrete at elevated temperature;Sullivan,1970

2. The effect of transient and steady state temperature on concrete;Akhtarruzaman,1973

3. Compressive strength of concrete at temperatures to 1600 F, Temperature and concrete;Abrams;ACI Publication SP-25,1971

4. The performance of lightweight aggregate concrete at elevated temperature;Sullivan,1973

Cited by 5 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. Influence of Temperature on Shear Behavior of Lightweight Reinforced Concrete Beams Using Pozzolana Aggregate and Expanded Polystyrene Beads;CivilEng;2023-09-21

2. Numerical Investigation on the Behavior of Reinforced Lightweight Concrete Beams at Elevated Temperature;Iranian Journal of Science and Technology, Transactions of Civil Engineering;2021-01-29

3. The performance of concrete at elevated temperatures (as measured by the reduction in compressive strength);Fire Technology;1992-08

4. Behaviour of foamed slag concrete at high temperatures;Cement and Concrete Research;1989-05

5. Research at Imperial College on the effect of elevated temperatures on concrete;Fire Safety Journal;1988-04

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