1• Punera, D. and Chanda, A. G., 2022. Discussion on “Influence of porosity distribution on free vibration and buckling analysis of multi-directional functionally graded sandwich plates†Composite Structures, Volume 279, 2022, 114795, Composite Structures, 290; 115575. (IF: 6.6)
2• Punera, D. and Mukherjee, P., 2022. Recent developments in manufacturing, mechanics, and design optimization of variable stiffness composites, Journal of Reinforced Plastics and Composites, (IF: 3.3)
3• Punera, D. and Kant, T. (2021) Two Dimensional Kinematic Models for CNT Reinforced Sandwich Cylindrical Panels with Accurate Transverse Interlaminar Shear Stress Estimation, Thin Walled Structures (IF: 4.033)
4• Mukherjee, P., Punera, D., and Mishra, M., Coupled Flexural Torsional Analysis and Buckling Optimization of Variable Stiffness Thin-Walled Composite Beams, Mechanics of Advanced Materials and Structures (Accepted) (IF:3.517)
5• Punera, D., The Effect of Agglomeration and Slightly Weakened CNT-matrix Interface on Free Vibration Response of Cylindrical Nanocomposites, Acta Mechanica (Accepted, in press) (IF: 2.133)
6• Punera, D. and Kant, T., An assessment of refined hierarchical kinematic models for the bending and free vibration analyses of laminated and functionally graded sandwich cylindrical panels, Journal of Sandwich Structures and Materials (JSSM)(Accepted: in press) (IF:5.015)
7• Punera, D. and Kant, T., 2019. A critical review of stress and vibration analyses of functionally graded shell structures, Composite Structures, 210; pp. 787-809. (IF: 4.101)
8• Punera, D., Kant, T., and Desai, Y. M., 2018. Thermo-elastic Analysis of Laminated and Functionally Graded Sandwich Cylindrical Shells with Two Refined Higher Order Models, Journal of Thermal Stresses, 41(1); pp. 54-79. (IF: 1.852)
9• Punera, D. and Kant, T., 2017. Elastostatics of Laminated and Functionally Graded Sandwich Cylindrical Shells with Two Refined Higher Order Models, Composite Structures, 182; pp. 505-523. (IF: 4.101)
10• Punera, D. and Kant, T., 2017. Free Vibration of Functionally Graded Open Cylindrical Shells based on Several Refined Higher Order Displacement Models, Thin Walled Structures, 119C; pp. 707-726. (IF: 2.881)
