Desiccation cracking of soils: A review of investigation approaches, underlying mechanisms, and influencing factors

CS Tang, C Zhu, Q Cheng, H Zeng, JJ Xu, BG Tian… - Earth-Science …, 2021 - Elsevier
The purpose of this paper is to review the development and the state of the art in desiccation
cracking characterization methods and review the desiccation cracking behaviors of soils …

Nonlinear three–dimensional finite–element modelling of reinforced–concrete beams: Computational challenges and experimental validation

A Earij, G Alfano, K Cashell, X Zhou - Engineering Failure Analysis, 2017 - Elsevier
Three–dimensional nonlinear finite–element models have been developed to investigate
the loading–unloading–reloading behaviour of two reinforced–concrete beams under four …

Modeling 3-D desiccation soil crack networks using a mesh fragmentation technique

M Sánchez, OL Manzoli, LJN Guimarães - Computers and Geotechnics, 2014 - Elsevier
The problem of desiccation cracks in soils has received increasing attention in the last few
years, in both experimental investigations and modeling. Experimental research has been …

3D concurrent multiscale model for crack propagation in concrete

EA Rodrigues, OL Manzoli, LAG Bitencourt Jr - Computer Methods in …, 2020 - Elsevier
A new approach for concurrent multiscale modeling of three-dimensional crack propagation
in concrete is proposed. A macroscopic model with homogenized elastic parameters is …

[HTML][HTML] Reduced order modeling strategies for computational multiscale fracture

J Oliver, M Caicedo, AE Huespe, JA Hernández… - Computer Methods in …, 2017 - Elsevier
The paper proposes some new computational strategies for affordably solving multiscale
fracture problems through a FE 2 approach. To take into account the mechanical effects …

[HTML][HTML] 2D mesoscale model for concrete based on the use of interface element with a high aspect ratio

EA Rodrigues, OL Manzoli, LAG Bitencourt Jr… - International Journal of …, 2016 - Elsevier
The mesostructure of concrete plays a very important role in the process of initiation and
propagation of cracks. Microcracks tend to start in the Interfacial Transition Zone (ITZ) and …

[HTML][HTML] Numerical modeling of steel fiber reinforced concrete with a discrete and explicit representation of steel fibers

LAG Bitencourt Jr, OL Manzoli, TN Bittencourt… - International Journal of …, 2019 - Elsevier
This work presents a novel numerical model based on the use of coupling finite elements to
simulate the behavior of steel fiber reinforced concrete (SFRC) with a discrete and explicit …

A coupling technique for non-matching finite element meshes

LAG Bitencourt Jr, OL Manzoli, PGC Prazeres… - Computer methods in …, 2015 - Elsevier
This paper presents a novel technique for coupling non-matching finite element meshes,
based on the use of special finite elements termed coupling finite elements (CFEs), which …

Interaction analysis between a propagating crack and an interface: Phase field and cohesive surface models

J Zambrano, S Toro, PJ Sánchez, FP Duda… - International Journal of …, 2022 - Elsevier
The interaction phenomenon between a propagating crack impinging an interface is studied
with a phase-field approach in combination with a cohesive surface model. The phase-field …

A concurrent multiscale approach for modeling recycled aggregate concrete

EA Rodrigues, M Gimenes, LAG Bitencourt Jr… - … and Building Materials, 2021 - Elsevier
The use of recycled concrete aggregates in new concrete is an alternative that can provide
economical and environmental benefits. However, the influence of the inert particles on the …