Utilization of Nonlinear Finite Elements for the Design and Assessment of Large Concrete Structures. II: Applications-Reference-Cited by-同舟云学术

Utilization of Nonlinear Finite Elements for the Design and Assessment of Large Concrete Structures. II: Applications

Published:2015-09 Issue:9 Volume:141 Page:04014218
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Ftima Mehdi Ben¹,Massicotte Bruno²

Affiliation:

1. Postdoctoral Fellow, Dept. of Civil, Geological, and Mining Engineering, Ecole Polytechnique of Montréal, P.O. Box 6079, Station Centre-ville, Montreal, QC, Canada H3C 3A7; and Structural Engineer, Hydro Division, SNC-Lavalin Inc., 1801 McGill College Ave., Montreal, QC, Canada H3A 2N4.

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

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29ST.1943-541X.0001178

Reference29 articles.

1. American Concrete Institute (ACI). (1995). “Effect of restraint volume change and reinforcement on cracking in massive concrete.” ACI Committee 207 Farmington Hills MI 3–8.

2. Bazant Z. P. (1987). “Fracture energy of heterogeneous material and similitude.” Proc. SEM-RILEM Int. Conf. on Fracture of Concrete and Rock S. P. Shah and S. E. Swartz eds. Springer New York 390–402.

3. Size effect on diagonal shear failure of beams without stirrups;Bazant Z. P.;ACI Struct. J.,1991

4. Designing Against Size Effect on Shear Strength of Reinforced Concrete Beams Without Stirrups: I. Formulation

5. Development of a Reliability Framework for the Use of Advanced Nonlinear Finite Elements in the Design of Concrete Structures

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