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G. Karami

The following bibliography contains all publications indexed in this database that are linked with this name as either author, editor or any other kind of contributor.

  1. Karami, G. / Malekzadeh, P. (2002): A variational-based modeling for energy release rate of fiber/matrix interfacial fracture. In: Composite Structures, v. 55, n. 2 (February 2002).

    https://doi.org/10.1016/s0263-8223(01)00145-3

  2. Karami, G. / Ali Shahpari, S. / Malekzadeh, P. (2003): DQM analysis of skewed and trapezoidal laminated plates. In: Composite Structures, v. 59, n. 3 (February 2003).

    https://doi.org/10.1016/s0263-8223(02)00188-5

  3. Setoodeh, A. R. / Karami, G. (2003): A solution for the vibration and buckling of composite laminates with elastically restrained edges. In: Composite Structures, v. 60, n. 3 (May 2003).

    https://doi.org/10.1016/s0263-8223(03)00015-1

  4. Karami, G. / Garnich, M. (2005): Effective moduli and failure considerations for composites with periodic fiber waviness. In: Composite Structures, v. 67, n. 4 (March 2005).

    https://doi.org/10.1016/j.compstruct.2004.02.005

  5. Karami, G. / Malekzadeh, P. / Mohebpour, S. R. (2006): DQM free vibration analysis of moderately thick symmetric laminated plates with elastically restrained edges. In: Composite Structures, v. 74, n. 1 (July 2006).

    https://doi.org/10.1016/j.compstruct.2006.02.014

  6. Banan, M. R. / Karami, G. / Farshad, M. (1989): Finite element analysis of curved beams on elastic foundations. In: Computers & Structures, v. 32, n. 1 (January 1989).

    https://doi.org/10.1016/0045-7949(89)90067-9

  7. Karami, G. (1991): Boundary element analysis of elasto-plastic contact problems. In: Computers & Structures, v. 41, n. 5 (January 1991).

    https://doi.org/10.1016/0045-7949(91)90285-t

  8. Karami, G. / Farshad, M. / Banan, M. R. (1990): Spatial buckling of arches—A finite element analysis. In: Computers & Structures, v. 34, n. 4 (January 1990).

    https://doi.org/10.1016/0045-7949(90)90234-s

  9. Karami, G. / Kühn, G. (1993): Body-force linear elastic stress intensity factor calculation using boundary element method. In: Computers & Structures, v. 49, n. 1 (October 1993).

    https://doi.org/10.1016/0045-7949(93)90129-2

  10. Karami, G. / Oskooei, S. Ghazanfari (1994): A thermoelastic analysis of shrink-fit type constructions by boundary element method. In: Computers & Structures, v. 53, n. 6 (December 1994).

    https://doi.org/10.1016/0045-7949(94)90401-4

  11. Malekzadeh, P. / Karami, G. (2004): Vibration of non-uniform thick plates on elastic foundation by differential quadrature method. In: Engineering Structures, v. 26, n. 10 (August 2004).

    https://doi.org/10.1016/j.engstruct.2004.05.008

  12. Karami, G. / Malekzadeh, P. / Shahpari, S. A. (2003): A DQEM for vibration of shear deformable nonuniform beams with general boundary conditions. In: Engineering Structures, v. 25, n. 9 (July 2003).

    https://doi.org/10.1016/s0141-0296(03)00065-8

  13. Malekzadeh, P. / Karami, G. (2005): Polynomial and harmonic differential quadrature methods for free vibration of variable thickness thick skew plates. In: Engineering Structures, v. 27, n. 10 (August 2005).

    https://doi.org/10.1016/j.engstruct.2005.03.017

  14. Malekzadeh, P. / Karami, G. (2008): Large amplitude flexural vibration analysis of tapered plates with edges elastically restrained against rotation using DQM. In: Engineering Structures, v. 30, n. 10 (October 2008).

    https://doi.org/10.1016/j.engstruct.2008.03.016

  15. Malekzadeh, P. / Karami, G. (2006): Differential quadrature nonlinear analysis of skew composite plates based on FSDT. In: Engineering Structures, v. 28, n. 9 (July 2006).

    https://doi.org/10.1016/j.engstruct.2005.12.013

  16. Setoodeh, A. R. / Karami, G. (2004): Static, free vibration and buckling analysis of anisotropic thick laminated composite plates on distributed and point elastic supports using a 3-D layer-wise FEM. In: Engineering Structures, v. 26, n. 2 (January 2004).

    https://doi.org/10.1016/j.engstruct.2003.09.009

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