3D Nonlinear Finite-Element Modeling of Lap Splices in UHPFRC

Author:

Lagier Fabien1,Massicotte Bruno2,Charron Jean-Philippe3

Affiliation:

1. Research Associate, Dept. of Civil, Geological, and Mining Engineering, Polytechnique Montreal, P.O. Box 6079, Station Centre-ville, Montreal, QC, Canada H3C 3A7.

2. Professor, Dept. of Civil, Geological, and Mining Engineering, Polytechnique Montreal, P.O. Box 6079, Station Centre-ville, Montreal, QC, Canada H3C 3A7 (corresponding author).

3. Professor, Dept. of Civil, Geological, and Mining Engineering, Polytechnique Montreal, P.O. Box 6079, Station Centre-ville, Montreal, QC, Canada H3C 3A7.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference65 articles.

1. Aarup B. and Jensen B. C. (1998). “Bond properties of high-strength fiber reinforced concrete.” Bond and Development Length of Reinforcement: A Tribute to Dr Peter Gergely (ACI SP-180) R. Leon ed. Vol. 180 American Concrete Institute Detroit 459–472.

2. ABAQUS [Computer software]. Dassault Systèmes Waltham MA.

3. AFGC (Association Française de Génie Civil). (2013). “Ultra high performance fibre-reinforced concretes.” Paris.

4. Appl J. Eligehausen R. and Ozbolt J. (2002). “Numerical analysis of splices with headed deformed reinforcing bars.” Proc. 3rd Conf. on Bond in Concrete—From Research to Standards G. L. Balazs et al. eds. Budapest Hungary 463–468.

5. ASTM. (2016). “Standard specification for deformed and plain low-carbon chromium steel bars for concrete reinforcement.” ASTM A1035/A1035M-16a West Conshohocken PA.

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