Zubair Sajid
Current Organizations / Institutes
The organizations/institutes from the scholar's latest article
Previous Organizations / Institutes
The organizations / institutes from the scholar's other articles in the past ten years
Zubair Sajid has a total of 16 co-authors. Here are the top co-authors by number of shared publications:
- Puteri Sri Melor Megat Yusoff
Universiti Teknologi PETRONAS
2 shared publications - Saravanan Karuppanan
Mechanical Engineering Department, Universiti Teknologi Petronas, Seri Iskandar 32610, Malaysia
2 shared publications - Aamir Mubashar
Computational Mechanics Group, Department of Mechanical Engineering, School of Mechanical and Manufacturing Engineering, National University of Sciences and Technology (NUST), Islamabad, Pakistan
1 shared publication - Abrar. H. Baluch
Interdisciplinary Research Center for Aviation and Space Exploration King Fahd University of Petroleum & Minerals Dhahran Saudi Arabia
1 shared publication - Kamal Rana
Department of Materials Engineering, Faculty of Mechanical Engineering Czech Technical University in Prague Prague Czech Republic
1 shared publication Muhammad Usman Mujtaba
Department of Mechanical Engineering (CEME) National University of Sciences and Technology (NUST) Islamabad Pakistan
1 shared publication
Latest Publications
- 4 September 2026
- Published by Wiley in Polymer Composites
- Vol. 47 (22) , 20188-20201
Role of Carbon‐Basalt Hybridization on the Impact Resistance and Damage Tolerance of Bonded Single Lap Joints
In this study, the role of carbon‐basalt hybridization in improving the impact resistance and damage tolerance of bonded single lap joint has been evaluated. Therefore, four configurations of unidirectional plies stacked in cross ply sequence have been experimentally evaluated under low‐velocity impact and tensile‐after‐impact (TAI) loading. The configurations consist of two pure laminates (CCCC and BBBB) and two inter‐ply hybrids (CBBC and BCCB). Impact testing was performed using a drop‐weight apparatus, and residual strengths were measured through tensile testing on pre‐impacted samples. Results at 2.5 J impact show that (CCCC) laminates exhibit the highest peak impact forces, i.e., (1968.9 N) and residual strengths (3371.2 N), while (BBBB) and BCCB demonstrate lower stiffness but greater damage diffusion and energy absorption. The CBBC hybrid achieved the most effective balance, retaining tensile capacity close to (CCCC) joint configurations, (3360 N) at low energies and exhibiting enhanced impact resistance (2503.3 N, 27.14% increase), due to synergistic stress redistribution between carbon and basalt layers. SEM images further support these results by showing that the sandwiched basalt layers diffuse and spread damage, preventing cracks from directly reaching the adhesive layer, as occurs in (CCCC) joints, and thereby shifting the failure mode toward adhesive‐dominated behavior under tensile loading.
- 4 September 2026
- Published by Wiley in Polymer Composites
- Vol. 47 (22) , 20188-20201
Role of Carbon‐Basalt Hybridization on the Impact Resistance and Damage Tolerance of Bonded Single Lap Joints
In this study, the role of carbon‐basalt hybridization in improving the impact resistance and damage tolerance of bonded single lap joint has been evaluated. Therefore, four configurations of unidirectional plies stacked in cross ply sequence have been experimentally evaluated under low‐velocity impact and tensile‐after‐impact (TAI) loading. The configurations consist of two pure laminates (CCCC and BBBB) and two inter‐ply hybrids (CBBC and BCCB). Impact testing was performed using a drop‐weight apparatus, and residual strengths were measured through tensile testing on pre‐impacted samples. Results at 2.5 J impact show that (CCCC) laminates exhibit the highest peak impact forces, i.e., (1968.9 N) and residual strengths (3371.2 N), while (BBBB) and BCCB demonstrate lower stiffness but greater damage diffusion and energy absorption. The CBBC hybrid achieved the most effective balance, retaining tensile capacity close to (CCCC) joint configurations, (3360 N) at low energies and exhibiting enhanced impact resistance (2503.3 N, 27.14% increase), due to synergistic stress redistribution between carbon and basalt layers. SEM images further support these results by showing that the sandwiched basalt layers diffuse and spread damage, preventing cracks from directly reaching the adhesive layer, as occurs in (CCCC) joints, and thereby shifting the failure mode toward adhesive‐dominated behavior under tensile loading.
- Open Access
Off-Axis and On-Axis Performance of Novel Acrylic Thermoplastic (Elium®) 3D Fibre-Reinforced Composites under Flexure Load
The flexure response of novel thermoplastic (Elium®) 3D fibre-reinforced composites (FRC) was evaluated and compared with a conventional thermoset (Epolam®)-based 3D-FRC. Ten different types of sample 3D-FRC were prepared by varying fibre orientations, i.e., 0°, 30°, 45°, 60° and 90°, and resin system, i.e., thermoplastic and thermoset. The bending characteristics and failure mechanisms were determined by conducting a three-point bend test. Results elucidate that the on-axis specimens show linear response and brittle failure; in contrast, the off-axis specimens depicted highly nonlinear response and ductile failure. The thermoplastic on-axis specimen exhibited almost similar flexure strength; in comparison, the off-axis specimens show ~17% lower flexure strength compared to thermoset 3D-FRC. Thermoplastic 3D-FRC shows ~40% higher energy absorption, ~23% lower flexure modulus and ~27% higher flexure strains as compared to its thermoset counterpart.
Open AccessOff-Axis and On-Axis Performance of Novel Acrylic Thermoplastic (Elium®) 3D Fibre-Reinforced Composites under Flexure Load
The flexure response of novel thermoplastic (Elium®) 3D fibre-reinforced composites (FRC) was evaluated and compared with a conventional thermoset (Epolam®)-based 3D-FRC. Ten different types of sample 3D-FRC were prepared by varying fibre orientations, i.e., 0°, 30°, 45°, 60° and 90°, and resin system, i.e., thermoplastic and thermoset. The bending characteristics and failure mechanisms were determined by conducting a three-point bend test. Results elucidate that the on-axis specimens show linear response and brittle failure; in contrast, the off-axis specimens depicted highly nonlinear response and ductile failure. The thermoplastic on-axis specimen exhibited almost similar flexure strength; in comparison, the off-axis specimens show ~17% lower flexure strength compared to thermoset 3D-FRC. Thermoplastic 3D-FRC shows ~40% higher energy absorption, ~23% lower flexure modulus and ~27% higher flexure strains as compared to its thermoset counterpart.
- 29 March 2021
- Published by Taylor & Francis in Journal of Natural Fibers
- Vol. 19 (13) , 5910-5927
Effect of Washer Size and Tightening Torque on Bearing Performance of Basalt Fiber Composite Bolted Joints
The effect of tightening torque and washer size on the performance of basalt natural fiber composite joints was investigated experimentally. It was found that washer size is the main design driver in controlling the out-of-plane behavior of the joint. Specifically, there was a 36.5% increase in the 0.2% offset strength when the torque was increased for small washer configurations, whereas a 42% increase was observed when the torque was increased for large washer configurations. Moreover, the ultimate bearing strength also showed an improvement under the combined effect of washer size and tightening torque. Additionally, damage onset and failure mechanisms of the bolted joint were investigated using optical microscopy. The morphological observations indicated excessive crushing for large washer configurations. It is postulated that bearing performance could be improved by choosing appropriate washer size and tightening torque.
- 29 March 2021
- Published by Taylor & Francis in Journal of Natural Fibers
- Vol. 19 (13) , 5910-5927
Effect of Washer Size and Tightening Torque on Bearing Performance of Basalt Fiber Composite Bolted Joints
The effect of tightening torque and washer size on the performance of basalt natural fiber composite joints was investigated experimentally. It was found that washer size is the main design driver in controlling the out-of-plane behavior of the joint. Specifically, there was a 36.5% increase in the 0.2% offset strength when the torque was increased for small washer configurations, whereas a 42% increase was observed when the torque was increased for large washer configurations. Moreover, the ultimate bearing strength also showed an improvement under the combined effect of washer size and tightening torque. Additionally, damage onset and failure mechanisms of the bolted joint were investigated using optical microscopy. The morphological observations indicated excessive crushing for large washer configurations. It is postulated that bearing performance could be improved by choosing appropriate washer size and tightening torque.
- 1 September 2020
- Published by Springer Nature
- p. 391-398
Open-Hole and Filled-Hole Failure Envelopes of BFRP and GFRP: A Comparative Study
- 1 September 2020
- Published by Springer Nature
- p. 391-398
Open-Hole and Filled-Hole Failure Envelopes of BFRP and GFRP: A Comparative Study
- Open Access
Elastic Constants Prediction of 3D Fiber-Reinforced Composites Using Multiscale Homogenization
This paper presents a multi-scale-homogenization based on a two-step methodology (micro-meso and meso-macro homogenization) to predict the elastic constants of 3D fiber-reinforced composites (FRC). At each level, the elastic constants were predicted through both analytical and numerical methods to ascertain the accuracy of predicted elastic constants. The predicted elastic constants were compared with experimental data. Both methods predicted the in-plane elastic constants “ ” and “ ” with good accuracy; however, the analytical method under predicts the shear modulus “ ”. The elastic constants predicted through a multiscale homogenization approach can be used to predict the behavior of 3D-FRC under different loading conditions at the macro-level.Open AccessElastic Constants Prediction of 3D Fiber-Reinforced Composites Using Multiscale Homogenization
This paper presents a multi-scale-homogenization based on a two-step methodology (micro-meso and meso-macro homogenization) to predict the elastic constants of 3D fiber-reinforced composites (FRC). At each level, the elastic constants were predicted through both analytical and numerical methods to ascertain the accuracy of predicted elastic constants. The predicted elastic constants were compared with experimental data. Both methods predicted the in-plane elastic constants “ ” and “ ” with good accuracy; however, the analytical method under predicts the shear modulus “ ”. The elastic constants predicted through a multiscale homogenization approach can be used to predict the behavior of 3D-FRC under different loading conditions at the macro-level.