Pawel Woelke, Ph.D. - Publications
Affiliations: | 2005 | Louisiana State University, Baton Rouge, LA, United States |
Area:
Civil Engineering, Applied MechanicsYear | Citation | Score | |||
---|---|---|---|---|---|
2015 | Woelke PB, Hiriyur B, Benowitz B, Hutchinson JW. Ductile fracture prediction for marine structures Proceedings of the International Conference On Offshore Mechanics and Arctic Engineering - Omae. 3. DOI: 10.1115/OMAE201542295 | 0.476 | |||
2012 | Woelke P, Abboud N, Tennant D, Hansen E, McArthur C. Ship impact study: Analytical approaches and finite element modeling Shock and Vibration. 19: 515-525. DOI: 10.3233/Sav-2011-0647 | 0.501 | |||
2012 | Woelke P, Chan KK, Daddazio R, Abboud N. Stress resultant based elasto-viscoplastic thick shell model Shock and Vibration. 19: 477-492. DOI: 10.3233/Sav-2011-0644 | 0.641 | |||
2012 | Woelke P, Chan KK, Daddazio R, Abboud N, Voyiadjis GZ. Analysis of shear flexible layered isotropic and composite shells by 'EPSA' Shock and Vibration. 19: 459-475. DOI: 10.3233/Sav-2011-0643 | 0.598 | |||
2012 | Woelke PB, Abboud NN. Modeling fracture in large scale shell structures Journal of the Mechanics and Physics of Solids. 60: 2044-2063. DOI: 10.1016/j.jmps.2012.07.001 | 0.398 | |||
2008 | Voyiadjis GZ, Woelke P. Elasto-plastic and damage analysis of plates and shells Elasto-Plastic and Damage Analysis of Plates and Shells. 1-208. DOI: 10.1007/978-3-540-79351-9 | 0.57 | |||
2006 | Voyiadjis GZ, Woelke P. General non-linear finite element analysis of thick plates and shells International Journal of Solids and Structures. 43: 2209-2242. DOI: 10.1007/978-3-540-79351-9_4 | 0.629 | |||
2006 | Woelke P, Voyiadjis GZ, Perzyna P. Elasto-plastic finite element analysis of shells with damage due to microvoids International Journal For Numerical Methods in Engineering. 68: 338-380. DOI: 10.1002/Nme.1711 | 0.635 | |||
2004 | Voyiadjis GZ, Woelke P. A refined theory for thick spherical shells International Journal of Solids and Structures. 41: 3747-3769. DOI: 10.1016/J.Ijsolstr.2004.02.022 | 0.602 | |||
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