Torsional behavior model of steel-fiber-reinforced concrete members modifying fixed-angle softened-truss model

Author:

Ju Hyunjin,Lee Deuck Hang,Hwang Jin-Ha,Kang Joo-Won,Kim Kang Su,Oh Young-Hun

Publisher

Elsevier BV

Subject

Industrial and Manufacturing Engineering,Mechanical Engineering,Mechanics of Materials,Ceramics and Composites

Reference77 articles.

1. ACI Committee 544. Design consideration for steel fiber reinforced concrete (ACI 544.4R-88). ACI Struct J 1988; 85(5): 563–80.

2. Tensile strength of concrete affected by uniformly distributed and closely spaced short lengths of wire reinforcement;Romualdi;ACI J Proc,1964

3. Diagonal compression field theory – a rational model for structural concrete in pure torsion;Mitchell;ACI Struct J,1974

4. The mechanics of crack arrest in concrete;Romualdi;J Eng Mech Div, Proc ASCE,1963

5. Dupont D, Vandewalle L. Calculation of crack widths with the s-e method, test and design methods for steel fibre reinforced concrete: background and experiences. In: Proceedings of the RILEM TC162-TDF workshop, RILEM technical committee 162-TDF, Bochum, Germany; 2003. p. 119–44.

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