Items where Author is "Shamass, R"

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Number of items: 13.

Article

Shamass, R., and Cashell, K.A. (2018). Analysis of Stainless Steel-Concrete Composite Beams. Journal of Constructional Steel Research doi: https://doi.org/10.1016/j.jcsr.2018.05.032

Shamass, R., Alfano, G., and Guarracino, F. (2017). On Elastoplastic Buckling Analysis of Cylinders under Nonproportional Loading by Differential Quadrature Method. International Journal of Structural Stability and Dynamics, 17(7), doi: https://doi.org/10.1142/S0219455417500729

Shamass, R., and Cashell, K.A. (2017). Behaviour of Composite Beams Made Using High Strength Steel. Structures, 12 88-101. doi: https://doi.org/10.1016/j.istruc.2017.08.005

Shamass, R., Zhou, X., and Wu, Z. (2016). Numerical analysis of shear-off failure of keyed epoxied joints in precast concrete segmental bridges. Journal of Bridge Engineering, 22(1), doi: https://doi.org/10.1061/(ASCE)BE.1943-5592.0000971

Shamass, R., Alfano, G., and Guarracino, F. (2015). An investigation into the plastic buckling paradox for circular cylindrical shells under non-proportional loading. Thin-Walled Structures, 95 347-362. doi: https://doi.org/10.1016/j.tws.2015.07.020

Shamass, R., Alfano, G., and Guarracino, F. (2015). An analytical insight into the buckling paradox for circular cylindrical shells under axial and lateral loading. Mathematical Problems in Engineering, 2015 doi: https://doi.org/10.1155/2015/514267

Shamass, R., Alfano, G., and Guarracino, F. (2014). A numerical investigation into the plastic buckling paradox for circular cylindrical shells under axial compression. Engineering Structures, 75 429-447. doi: https://doi.org/10.1016/j.engstruct.2014.05.050

Shamass, R., Zhou, X., and Alfano, G. (2014). Finite-element analysis of shear-off failure of keyed dry joints in precast concrete segmental bridges. Journal of Bridge Engineering, 20(6), doi: https://doi.org/10.1061/(ASCE)BE.1943-5592.0000669

Book Section

Shamass, R., Alfano, G., and Guarracino, F. (2018). Investigation on the Plastic Buckling Paradox for Metal Cylinders. Buckling and Postbuckling Structures II (37-63). London South Bank University. doi: https://doi.org/10.1142/9781786344335_0002

Shamass, R., Alfano, G., and Guarracino, F. (2013). A numerical investigation into the plastic buckling of circular cylinders. In W. Pietraszkiewicz, and J. Gorski (Eds.), Shell Structures: Theory and Application (441-444). London: CRC Press.

Conference or Workshop Item

Shamass, R., and Cashell, K.A. (2018). Bending Moment Capacity of Stainless Steel-Concrete Composite Beams. Paper presented at 12th International Conference on Advances in Steel-Concrete Composite Structures (ASCCS 2018), Valencia-Spain, 27 June 2018 - 29 June 2018. London South Bank University.

Sejkati, E., Zhou, X., Mancini, M., and Shamass, R. (2016). Modelling post-tensioned precast concrete segmental girder bridges with dry keyed joints – preliminary results. Paper presented at 9th International Concrete Conference 2016: Environment, Efficiency and Economic Challenges for Concrete, Dundee, Scotland, 04 July - 06 July 2016. London South Bank University.

Shamass, R., Alfano, G., and Guarracino, F. (2016). On the elasto-plastic stability analysis of circular cylindrical shells. Paper presented at The International Colloquium On Stability And Ductility Of Steel Structures – SDSS 2016, Timisoara, Romania, 30 May - 1 June 2016. London South Bank University.

This list was generated on Wed Oct 17 04:07:19 2018 BST.