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A Review on Modeling Techniques of Cementitious Materials under Different Length Scales: Development and Future Prospects
Author(s) -
Wang Xing Quan,
Chow Cheuk Lun,
Lau Denvid
Publication year - 2019
Publication title -
advanced theory and simulations
Language(s) - English
Resource type - Journals
SCImago Journal Rank - 1.068
H-Index - 17
ISSN - 2513-0390
DOI - 10.1002/adts.201900047
Subject(s) - cementitious , macroscopic scale , macro , scale (ratio) , durability , scale model , materials science , biochemical engineering , computer science , engineering , cement , composite material , physics , aerospace engineering , quantum mechanics , programming language
Abstract Modeling can provide guidelines for improving the mechanical properties, durability, and sustainability of concrete, which is the most important and widely used construction material in today's world. This review aims to summarize the modeling of cementitious materials from the historical perspective. The development of macroscopic constitutive models and computational methods for concrete at macro‐scale is presented first. However, the existing macroscopic models are insufficient to explain fundamentally the deformation and failure of concrete. In order to understand the atomic interaction that governs the material behavior, molecular dynamics (MD) simulations should be adopted in order to understand the fundamental deformation mechanisms of cement, fiber‐reinforced polymers (FRP), and related systems. Coupled with the development of nano‐scale modeling, multi‐scale modeling is introduced in order to build linkage between nano‐scale and macro‐scale models. This paper provides a clear understanding of the limitations and potentials of different modeling methods, as well as the development trend of cementitious materials. The future prospect of the nano‐engineering approach is illustrated so as to inspire the improvement of construction materials. Additionally, the key challenges associated with cementitious material modeling are discussed.