A bilinear cohesive zone model tailored for fracture of asphalt concrete considering viscoelastic bulk material

SH Song, GH Paulino, WG Buttlar - Engineering Fracture Mechanics, 2006 - Elsevier
A bilinear cohesive zone model (CZM) is employed in conjunction with a viscoelastic bulk
(background) material to investigate fracture behavior of asphalt concrete. An attractive …

Review of modelling crack initiation and propagation in flexible pavements using the finite element method

MA Elseifi, J Baek, N Dhakal - International Journal of Pavement …, 2018 - Taylor & Francis
Cracking is a major failure mechanism that directly affects the functionality and performance
of flexible pavements. The objective of this study is to present the state of knowledge on the …

Simulation of crack propagation in asphalt concrete using an intrinsic cohesive zone model

SH Song, GH Paulino, WG Buttlar - Journal of engineering …, 2006 - ascelibrary.org
This is a practical paper which consists of investigating fracture behavior in asphalt concrete
using an intrinsic cohesive zone model (CZM). The separation and traction response along …

[HTML][HTML] Stressing state analysis of concrete airport pavement by modeling experimental strain data

Z Shen, B Liu, G Zhou - Case Studies in Construction Materials, 2022 - Elsevier
This paper presents a stressing state modeling analysis of pavement strain data from phase
I of the Federal Aviation Administration (FAA) construction cycle 8 (CC8). The objective is to …

Numerical simulation of crack propagation in flexible asphalt pavements based on cohesive zone model developed from asphalt mixtures

P Liu, J Chen, G Lu, D Wang, M Oeser, S Leischner - Materials, 2019 - mdpi.com
To give engineers involved in planning and designing of asphalt pavements a more
accurate prediction of crack initiation and propagation, theory-based models need to be …

[書籍][B] Modeling reflective cracking development in hot-mix asphalt overlays and quantification of control techniques

J Baek - 2010 - search.proquest.com
Hot-mix asphalt (HMA) overlay is regarded as an efficient method to rehabilitate moderately
deteriorated pavements. Despite the application of an adequately designed overlay, when …

Effects of interface conditions on reflective cracking development in hot-mix asphalt overlays

J Baek, H Ozer, H Wang, IL Al-Qadi - Road Materials and Pavement …, 2010 - Taylor & Francis
ABSTRACT A three-dimensional finite element model was developed to investigate the
fracture behavior of a hot-mix asphalt (HMA) overlay on a jointed concrete pavement (JCP) …

Finite element method modeling of reflective cracking initiation and propagation: Investigation of the effect of steel reinforcement interlayer on retarding reflective …

J Baek, IL Al-Qadi - Transportation Research Record, 2006 - journals.sagepub.com
In overlaid pavements, working cracks in existing pavement systems propagate upward to
the new pavement surface and cause reflective cracking, one of the most serious causes of …

[PDF][PDF] Reflective cracking: Modeling fracture behavior of hot-mix asphalt overlays with interlayer systems

J Baek, I Al-Qadi - Asphalt Paving Technology-Proceedings, 2009 - academia.edu
This study uses three-dimensional finite element modeling to investigate the fracture
behavior of hot-mix asphalt (HMA) overlays that resulted in reflective cracking. The …

Investigation the influences of geotextile on reducing the thermal reflective cracking using XFEM

J Ling, Z Tao, J Qian, W Fu - International journal of pavement …, 2018 - Taylor & Francis
A 3D extended finite element model (XFEM) was constructed to investigate the thermal
reflective cracking propagation and anti-cracking characteristic of geotextile. Influence …