Experimental Study on the Fracture Parameters of Concrete

Experimental Study on the Fracture Parameters of Concrete

This study aimed to determine the influence of the volume fraction of steel fibers on the fracture parameters of concrete. Fifty notched steel-fiber-reinforced concrete (SFRC) beams and ordinary concrete beams with 100 mm × 100 mm × 515 mm were cast and tested via a three-point bending test. Among t...

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Bibliographic Details
Main Authors:	Zhanqiao Wang, Jin Gou, Danying Gao
Format:	Article
Language:	English
Published:	MDPI AG 2020-12-01
Series:	Materials
Subjects:	steel fiber three-point bending fracture parameters gain ratio
Online Access:	https://www.mdpi.com/1996-1944/14/1/129

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