High temperature effects on different grades of concrete-Reference-Cited by-同舟云学术

High temperature effects on different grades of concrete

Published:2021-02-05 Issue:1 Volume:46 Page:
ISSN:0256-2499
Container-title:Sādhanā
language:en
Short-container-title:Sādhanā

Author:

ANUPAMA KRISHNA D^ORCID,PRIYADARSINI R S^ORCID,NARAYANAN S^ORCID

Funder

CERD

Publisher

Springer Science and Business Media LLC

Subject

Multidisciplinary

Link

http://link.springer.com/content/pdf/10.1007/s12046-020-01536-6.pdf

Reference31 articles.

1. Yang H, Zhao H, and Liu F 2018 Residual cube strength of coarse RCA concrete after exposure to elevated temperatures. Fire and Materials Journal. 42 (4):424–435

2. Ulm F J, Coussy O, Bazant Z P 1999 The Chunnel fire. I: Chemoplastic softening in rapidly heated concrete. Journal of Engineering Mechanics. 125 (3): 272–281

3. Noumowe A and Debicki G 2002 Effect of elevated temperature from 200 to 600 °C on the permeability of high performance concrete. In: Proceedings of the 6th International Symposium on Utilization of high strength/performance concrete (Vol. 1)

4. Bamonte P and Monte F L 2015 Reinforced concrete columns exposed to standard fire: Comparison among different constitutive models for concrete at high temperature. Fire Safety Journal. 71:310–323

5. Kodur V 2014 Properties of concrete at elevated temperatures. International Scholarly Research Notices. Article ID 168310: 1–15

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