Time-Dependent Tension-Stiffening Mechanics of Fiber-Reinforced and Ultra-High-Performance Fiber-Reinforced Concrete

Author:

Sturm A. B.1,Visintin P.2,Oehlers D. J.3,Seracino R.4

Affiliation:

1. Ph.D. Candidate, School of Civil, Environmental and Mining Engineering, Univ. of Adelaide, Adelaide, SA 5005, Australia.

2. Senior Lecturer, School of Civil, Environmental and Mining Engineering, Univ. of Adelaide, Adelaide, SA 5005, Australia (corresponding author).

3. Emeritus Professor, School of Civil, Environmental and Mining Engineering, Univ. of Adelaide, Adelaide, SA 5005, Australia.

4. Professor, Dept. of Civil, Construction and Environmental Engineering, North Carolina State Univ., Raleigh, NC 27695-7908.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Reference44 articles.

1. Modelling the tension stiffening effect in SFR-RC

2. Cracking analysis based on slip and bond stresses;Balazs G. L.;ACI Mater. J.,1993

3. Barragán B. E. 2002. “Failure and toughness of steel fiber reinforced concrete under tension and shear.” Ph.D. thesis Universitat Politècnica de Catalunya. https://upcommons.upc.edu/handle/2117/93220?locale-attribute=en.

4. Prediction of concrete creep effects using age-adjusted effective modulus method;Bazant Z. P.;ACI J.,1972

5. Effects of shrinkage on tension stiffening and cracking in reinforced concrete

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