Coupled Experimental and Computational Investigation of the Interplay between Discrete and Continuous Reinforcement in Ultrahigh Performance Concrete Beams. II: Mesoscale Modeling-Reference-Cited by-同舟云学术

Coupled Experimental and Computational Investigation of the Interplay between Discrete and Continuous Reinforcement in Ultrahigh Performance Concrete Beams. II: Mesoscale Modeling

Published:2021-09 Issue:9 Volume:147 Page:04021050
ISSN:0733-9399
Container-title:Journal of Engineering Mechanics
language:en
Short-container-title:J. Eng. Mech.

Author:

Bhaduri Tathagata¹,Gomaa Shady²,Alnaggar Mohammed³^ORCID

Affiliation:

1. Graduate Student, Dept. of Civil and Environmental Engineering, Rensselaer Polytechnic Institute, Troy, NY 12180.

2. Graduate Student, Dept. of Civil and Environmental Engineering, Rensselaer Polytechnic Institute, Troy, NY 12180; Assistant Lecturer, Dept. of Structural Engineering, Zagazig Univ., Zagazig, Eygpt.

3. Assistant Professor, Dept. of Civil and Environmental Engineering, Rensselaer Polytechnic Institute, Troy, NY 12180 (corresponding author). ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29EM.1943-7889.0001941

Reference62 articles.

1. Energy-Based Coarse Graining of the Lattice-Discrete Particle Model

2. 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 the solidification microprestress theory.” In Proc. CONCREEP 10 184–193. Reston VA: ASCE.

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

4. A machine learning approach for the identification of the Lattice Discrete Particle Model parameters

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 Proc. 20th Analysis and Computation Specialty Conf. 406–417. Reston VA: ASCE.

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