Residual compressive strength of plain and fiber reinforced concrete after exposure to different heating and cooling regimes-Reference-Cited by-同舟云学术

Residual compressive strength of plain and fiber reinforced concrete after exposure to different heating and cooling regimes

Published:2021-08-24 Issue: Volume: Page:1-20
ISSN:1964-8189
Container-title:European Journal of Environmental and Civil Engineering
language:en
Short-container-title:European Journal of Environmental and Civil Engineering

Author:

Abadel Aref¹,Elsanadedy Hussein¹,Almusallam Tarek¹,Alaskar Abdulaziz¹,Abbas Husain¹,Al-Salloum Yousef¹

Affiliation:

1. Chair of Research and Studies in Strengthening and Rehabilitation of Structures, Department of Civil Engineering, King Saud University, Riyadh, Saudi Arabia

Funder

Deanship of Scientific Research, King Saud University

Publisher

Informa UK Limited

Subject

Civil and Structural Engineering,Environmental Engineering

Link

https://www.tandfonline.com/doi/pdf/10.1080/19648189.2021.1960898

Reference46 articles.

1. ANN models for prediction of residual strength of HSC after exposure to elevated temperature

2. Post-heating response of concrete-filled circular steel columns

3. Effect of elevated temperature environments on the residual axial capacity of RC columns strengthened with different techniques

4. Behavior of FRP-confined concrete after high temperature exposure

5. ASTM (2010). Standard test method for compressive strength of cylindrical concrete specimens. ASTM C39/C39M. American Society for Testing and Materials. https://doi.org/10.1520/C0039_C0039M-10

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