Rachid Boukhili

Prof. Rachid Boukhili

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Research Focus & Metrics

Academic Career Length

22Years (2005-Present)

(Calculated once Scilit publication data is synced: current year − year of first publication + 1)

Representative Publications

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1 December 2015 in Materials & Design
Verified
Journal Article
Closed access
FGFarid Gamdani
Farid Gamdani
RBRachid Boukhili
Rachid Boukhili
AVAurelian Vadean
Aurelian Vadean

9 May 2007 in Polymer Composites
Verified
Journal Article
Closed access
PDF file
HDH. Ben Daly
H. Ben Daly
HBH. Ben Brahim
H. Ben Brahim
NHN. Hfaied
N. Hfaied
MHM. Harchay
M. Harchay
RBRachid Boukhili
Rachid Boukhili

23 December 2005 in Polymer Composites
Verified
Journal Article
Closed access
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RBRachid Boukhili
Rachid Boukhili
HBH. Boukehili
H. Boukehili
HDH. Ben Daly
H. Ben Daly
AGA. Gasmi
A. Gasmi

29 July 2025 in Materials
Verified
Journal Article
Open access
PDF file
LMLeila Monajati
Leila Monajati
AVAurelian Vadean
Aurelian Vadean
RBRachid Boukhili
Rachid Boukhili
This review presents a comprehensive synthesis of recent advances in the tensile performance of adhesively bonded joints, focusing on applied aspects and modeling developments rather than providing a full theoretical analysis. Although many studies have addressed individual joint types or modeling techniques, an integrated review that compares joint configurations, modeling strategies, and performance optimization methods under tensile loading remains lacking. This work addresses that gap by examining the mechanical behavior of key joint types, namely, single-lap, single-strap, and double-strap joints, and highlighting their differences in stress distribution, failure mechanisms, and structural efficiency. Modeling and simulation approaches, including cohesive zone modeling, extended finite element methods, and virtual crack closure techniques, are assessed for their predictive accuracy and applicability to various joint geometries. This review also covers material and geometric enhancements, such as adherend tapering, fillets, notching, bi-adhesives, functionally graded bondlines, and nano-enhanced adhesives. These strategies are evaluated in terms of their ability to reduce stress concentrations and improve damage tolerance. Failure modes, adhesive and adherend defects, and delamination risks are also discussed. Finally, comparative insights into different joint configurations illustrate how geometry and adhesive selection influence strength, energy absorption, and weight efficiency. This review provides design-oriented guidance for optimizing bonded joints in aerospace, automotive, and structural engineering applications.

3 July 2014 in Journal of Sandwich Structures & Materials
Verified
Journal Article
Closed access
SGSebastien Gordon
Sebastien Gordon
RBRachid Boukhili
Rachid Boukhili
NMNecar Merah
Necar Merah
This paper presents the impact and compression after impact behavior of PVC foam cored /E-glass reinforced/vinylester sandwiches used in a four-seat amphibian aircraft. The impact damage was sorted in three categories: barely visible impact damage; visible impact damage; and clearly visible impact damage. It was observed that when increasing impact energy, the extension of the damage from barely visible impact damage to visible impact damage corresponds to a significantly high rate of energy absorption as depicted by the absorbed energy/impact energy ratio. Sandwich coupons were modeled with the finite element analysis ANSYS software to predict the critical failure load in presence of damage zones equivalent to those observed experimentally. The finite element model predicts consistently the compression after impact strength of undamaged coupons and this result confirms the model used to represent the woven fabric by an equivalent cross-ply laminate model. However, the finite element overestimates the compression after impact strength of impacted ones. It is suggested that the induced out-of-plane displacements generate stress concentrations in the tip of cracks located at the borders of the damaged zone.

1 April 2014 in Journal of Materials in Civil Engineering
Verified
Journal Article
Closed access
RHRabah Hammoud
Rabah Hammoud
AYAmmar Yahia
Ammar Yahia
RBRachid Boukhili
Rachid Boukhili
An experimental study was undertaken to develop an extension of Mohr-Coulomb and Newman models to predict the failure of concrete subjected to elevated temperatures. Concrete specimens of 83×166-mm dimensions were prepared and subjected to various temperature levels of 300, 500, and 700°C. The tests were carried out in triaxial cell using various confining stress levels. The applied confining pressures varied between 1.4 and 24 MPa, corresponding to 3 and 54% of the uniaxial compressive strength. Test results indicated that the increase in temperature and/or confining pressure lead to a significant change in the mechanical properties of concrete. Furthermore, the Mohr-Coloumb and Newman models did not provide good fitting of the experimental data obtained on concrete subjected to high temperature of up to 700°C. A dehydrate index is introduced and used to define new variables in the existing models. The modified models are shown to adequately predict the residual strength of concrete that has been...