A review on rheological characteristics, serviceability and failure analysis of steel fiber impregnated concrete
Author:
Publisher
Elsevier BV
Subject
General Medicine
Reference51 articles.
1. A meso-mechanical model for post-cracking tensile constitutive behavior of steel fiber reinforced concrete;Wang;Constr. Build. Mater.,2021
2. A new post-peak behavior assessment approach for effect of steel fibers on bond stress-slip relationship of concrete and steel bar after exposure to high temperatures;Fakoor;Constr. Build. Mater.,2021
3. An improved calibration method of the K&C model for modeling steel-fiber reinforced concrete;Lee;Compos. Struct.,2021
4. An inverse analysis method for multi-linear tensile stress-crack opening relationship of 3D/4D/5D steel fiber reinforced concrete;Gao;Constr. Build. Mater.,2021
5. D. de L. Araújo, F. A. Lobo, and B. G. Martins, “A shear stress-slip relationship in steel fiber-reinforced concrete obtained from push-off testing,” Construction and Building Materials, vol. 293, Jul. 2021, doi: 10.1016/j.conbuildmat.2021.123435.
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