Flexural Investigation of a/d Ratio for High-Strength PVA-FRC Beams Based on Experimental and Finite Element Analysis-Reference-Cited by-同舟云学术

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Flexural Investigation of a/d Ratio for High-Strength PVA-FRC Beams Based on Experimental and Finite Element Analysis

Published:2021-01-05 Issue:1 Volume:46 Page:717-732
ISSN:2228-6160
Container-title:Iranian Journal of Science and Technology, Transactions of Civil Engineering
language:en
Short-container-title:Iran J Sci Technol Trans Civ Eng

Author:

Ayub Tehmina^ORCID,Khan Sadaqat Ullah

Publisher

Springer Science and Business Media LLC

Subject

Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Link

https://link.springer.com/content/pdf/10.1007/s40996-020-00544-0.pdf

Reference38 articles.

1. 426, A-AC (1973) The shear strength of reinforced concrete members. J Struct Div ASCE 99(ST6):1148–1157

2. ACI Committee 363 (1992) State-of-the-art report on high-strength concrete. In: ACI 363R-92. ACI

3. Ahmed M, Mallick J, Hasan MA (2016) A study of factors affecting the flexural tensile strength of concrete. J King Saud Univ Eng Sci 28(2):147–156

4. ASTM, C (2010) Standard test method for flexural strength of concrete (using simple beam with third-point loading). In: American society for testing and materials

5. ASTM, I (2010) Standard test method for flexural performance of fiber-reinforced concrete (using beam with third-point loading), United States

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