Mahmood Jabareen
Current Organizations / Institutes
The organizations/institutes from the scholar's latest article
Research Subjects
Research Interests
Mahmood Jabareen has a total of 3 co-authors. Here are the top co-authors by number of shared publications:
- M. B. Rubin
Faculty of Mechanical Engineering, Technion-Israel Institute of Technology, Haifa, Israel
3 shared publications - Marc Hollenstein
Technion—Israel Institute of Technology
2 shared publications - Izhak Sheinman
Faculty of Civil and Environmental Engineering, Technion—Israel Institute of Technology, Haifa 32000, Israel
1 shared publication
Latest Publications
- 29 November 2014
- Published by Springer Nature in Computational Mechanics
- Vol. 55 (2) , 453
Erratum to: Modeling a smooth elastic–inelastic transition with a strongly objective numerical integrator needing no iteration
- 29 November 2014
- Published by Springer Nature in Computational Mechanics
- Vol. 55 (2) , 453
Erratum to: Modeling a smooth elastic–inelastic transition with a strongly objective numerical integrator needing no iteration
- 27 February 2013
- Published by Springer Nature in Computational Mechanics
- Vol. 52 (3) , 649-667
Modeling a smooth elastic–inelastic transition with a strongly objective numerical integrator needing no iteration
- 27 February 2013
- Published by Springer Nature in Computational Mechanics
- Vol. 52 (3) , 649-667
Modeling a smooth elastic–inelastic transition with a strongly objective numerical integrator needing no iteration
- 12 October 2010
- Published by Springer Nature in Journal of Elasticity
- Vol. 103 (2) , 289-294
Further Developments of Physically Based Invariants for Nonlinear Elastic Orthotropic Solids
- 12 October 2010
- Published by Springer Nature in Journal of Elasticity
- Vol. 103 (2) , 289-294
Further Developments of Physically Based Invariants for Nonlinear Elastic Orthotropic Solids
- 7 December 2005
- Published by Wiley in Journal of Applied Mechanics
- Vol. 74 (1) , 74-80
Buckling and Sensitivity to Imperfection of Conical Shells Under Dynamic Step-Loading
A general nonlinear dynamic analysis, based on Donnell’s shell-type theory, is developed for an arbitrary imperfect isotropic conical shell. It is used for studying dynamic stability and imperfection sensitivity under dynamic step loading. The nonlinear dynamic time history and the sensitivity behavior are examined in parametric terms over a wide range of aspect ratios. A general symbolic code (using the MAPLE compiler) was programmed to create the differential operators. By this means the Newmark discretization, Galerkin procedure, Newton-Raphson iteration, and finite difference scheme are applied for automatic development of an efficient FORTRAN code for the parametric study, and for examining the correlation of the sensitivity behavior between two different dynamic stability criteria. An extensive parametric study of the effect of the cone semi-vertex angle on the stability and sensitivity to imperfection under dynamic step loading was carried out. It was found that the dynamic buckling can indeed be derived from the nonlinear static solution.
- 7 December 2005
- Published by Wiley in Journal of Applied Mechanics
- Vol. 74 (1) , 74-80
Buckling and Sensitivity to Imperfection of Conical Shells Under Dynamic Step-Loading
A general nonlinear dynamic analysis, based on Donnell’s shell-type theory, is developed for an arbitrary imperfect isotropic conical shell. It is used for studying dynamic stability and imperfection sensitivity under dynamic step loading. The nonlinear dynamic time history and the sensitivity behavior are examined in parametric terms over a wide range of aspect ratios. A general symbolic code (using the MAPLE compiler) was programmed to create the differential operators. By this means the Newmark discretization, Galerkin procedure, Newton-Raphson iteration, and finite difference scheme are applied for automatic development of an efficient FORTRAN code for the parametric study, and for examining the correlation of the sensitivity behavior between two different dynamic stability criteria. An extensive parametric study of the effect of the cone semi-vertex angle on the stability and sensitivity to imperfection under dynamic step loading was carried out. It was found that the dynamic buckling can indeed be derived from the nonlinear static solution.