Experimental and analytical studies of reinforced concrete short beams at elevated temperatures

Author:

Fan Shengxin,Zhang Yao,Tan Kang Hai

Funder

Singapore Ministry of National Development and National Research Foundation

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference45 articles.

1. Grauers K, Cederwall K, Gylltoft K. Anchorage and shear in concrete structures exposed to fire: A literature review. NASA STI/Recon Technical Report N. 1994;95.

2. Beitel J, Iwankiw N. NIST GCR 02-843-1 (Revision)–Analysis of Needs and Existing Capabilities for Full-Scale Fire Resistance Testing. National Institute of Standards and Technology, Gaithersburg, MD USA. 2008.

3. Burnier O. Shear Breaking of Columns Subjected to Localized Fire. In: Garlock MEM, Kodur VKR, editors. Proceedings of the 9th International Conference Structures in Fire – SIF 2016. Princeton, NJ: DEStech Publications Inc.-Lancaster (Pa); 2016. p. 885–92.

4. Behaviour of RCC beams after exposure to elevated temperatures;Kumar;J Inst Eng India Civil Eng Divis,2003

5. Influence of concrete cover on fire resistance of reinforced concrete flexural members;Shi;J Struct Eng,2004

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