Lattice Discrete Particle Modeling of Reinforced Concrete Flexural Behavior-Reference-Cited by-同舟云学术

Lattice Discrete Particle Modeling of Reinforced Concrete Flexural Behavior

Published:2019-01 Issue:1 Volume:145 Page:04018231
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Alnaggar Mohammed¹,Pelessone Daniele²,Cusatis Gianluca³

Affiliation:

1. Assistant Professor, Civil and Environmental Engineering, Rensselaer Polytechnic Institute, Troy, NY 12180.

2. Chief Scientist, ES3, Inc., 550 W C St #1630, San Diego, CA 92101.

3. Associate Professor, Civil and Environmental Engineering, Northwestern Univ., Evanston, IL 60208 (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.0002230

Reference76 articles.

1. Abdellatef M. M. Alnaggar G. Boumakis G. Cusatis G. Di Luzio and R. Wendner. 2015. “Lattice discrete particle modeling for coupled concrete creep and shrinkage using solidification microprestress theory.” In CONCREEP 10: Mechanics and Physics of Creep Shrinkage and Durability of Concrete and Concrete Structures. Reston VA: ASCE.

2. Abdellatef M. E. Saleem D. Lau L. Stenroo and M. Alnaggar. 2016. “Bond degradation of corroded reinforcement: An experimental and numerical study.” In Proc. 9th Int. Conf. on Fracture Mechanics of Concrete and Concrete Structures.Berkeley CA : International Association of Fracture Mechanics for Concrete and Concrete Structures.

3. Strengthening of RC members with near-surface mounted CFRP rods

4. Alnaggar M. 2014. “Multiscale modeling of aging and deterioration of reinforced concrete structures.” Ph.D. thesis Dept. of Civil and Environmental Engineering Northwestern Univ.

5. Alnaggar M. and G. Cusatis. 2012. “Automatic parameter identification of discrete mesoscale models with application to the coarse-grained simulation of reinforced concrete structures.” In Vol. 36 of Proc. 20th Analysis and Computation Specialty Conf. 406–417.

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