Technical Papers
Aug 22, 2020

Subcritical Crack Growth in Cementitious Materials Subject to Chemomechanical Deterioration: Numerical Analysis Based on Lattice Model

Publication: Journal of Materials in Civil Engineering
Volume 32, Issue 11

Abstract

The kinetics of subcritical crack growth (SCG) in hardened cement pastes attacked simultaneously by mechanical damage and calcium leaching was experimentally investigated by a novel test approach in a recent study. Anchored at the experimental benchmarks obtained in the macro- and microcharacterization, material modeling and numerical simulation for SCG under calcium leaching were performed. To utilize the unique physical or chemical laws involved in each individual deterioration process, a two-dimensional (2D) discrete model consisting of two orthotropic lattice systems was constructed to approximate mesostructures of the hardened cement pastes. The two lattice systems were interlinked by the physical variable—the porosity of hardened cement pastes—which evolves with the interaction of matrix cracking and cement dissolution. The proposed material model was implemented in Abaqus through user subroutine VUMAT. The artificial time scale, which allows coarse temporal discretization, was used in the numerical framework and served as the basis for a hybrid of implicit and explicit formulation. This discrete model can realistically describe SCG in hardened cement pastes subject to coupled chemomechanical deterioration.

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Data Availability Statement

Some or all data, models, or code that support the findings of this study are available from the corresponding author upon reasonable request:
Python script; and
ABAUQS inp and VUMAT files.

Acknowledgments

This research is supported by the National Natural Science Foundation for Young Scientists of China (51808113), the National Natural Science Foundation for Young Scientists of Jiangsu Province (BK20180389), and the National Natural Science Foundation (51808113, 51778137, 51978161).

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Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 32Issue 11November 2020

History

Received: May 8, 2019
Accepted: Apr 23, 2020
Published online: Aug 22, 2020
Published in print: Nov 1, 2020
Discussion open until: Jan 22, 2021

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Authors

Affiliations

Teng Tong, Ph.D. [email protected]
Lecturer, Key Laboratory of Concrete and Prestressed Concrete Structures of Ministry of Education, School of Civil Engineering, Southeast Univ., Nanjing 210096, PR China. Email: [email protected]
Weijin Wang, Ph.D. [email protected]
Ph.D. Student, Dept. of Civil and Environmental Engineering, Univ. of Pittsburgh, Pittsburgh, PA 15260. Email: [email protected]
Qiang Yu, Ph.D. [email protected]
Assistant Professor, Dept. of Civil and Environmental Engineering, Univ. of Pittsburgh, Pittsburgh, PA 15260. Email: [email protected]
Chunlin Pan, Ph.D. [email protected]
Associate Professor, Key Laboratory of Mechanics on Disaster and Environment in Western China of Ministry of Education, College of Civil Engineering and Mechanics, Lanzhou Univ., Lanzhou 730000, PR China (corresponding author). Email: [email protected]

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