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Skrinar, Matjaž, Pliberšek, Tomaž (2007) New finite element for transversely cracked slender beams subjected to transverse loads. Computational Materials Science, 39 (1). 250-260 doi:10.1016/j.commatsci.2006.01.030

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Reference TypeJournal (article/letter/editorial)
TitleNew finite element for transversely cracked slender beams subjected to transverse loads
JournalComputational Materials Science
AuthorsSkrinar, MatjažAuthor
Pliberšek, TomažAuthor
Year2007 (March)Volume39
Issue1
PublisherElsevier BV
DOIdoi:10.1016/j.commatsci.2006.01.030Search in ResearchGate
Generate Citation Formats
Mindat Ref. ID9504601Long-form Identifiermindat:1:5:9504601:1
GUID0
Full ReferenceSkrinar, Matjaž, Pliberšek, Tomaž (2007) New finite element for transversely cracked slender beams subjected to transverse loads. Computational Materials Science, 39 (1). 250-260 doi:10.1016/j.commatsci.2006.01.030
Plain TextSkrinar, Matjaž, Pliberšek, Tomaž (2007) New finite element for transversely cracked slender beams subjected to transverse loads. Computational Materials Science, 39 (1). 250-260 doi:10.1016/j.commatsci.2006.01.030
In(2007, March) Computational Materials Science Vol. 39 (1) Elsevier BV

See Also

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Skrinar, Matjaž, Lutar, Boris (2012) A three-node beam finite element for transversely cracked slender beams on Winkler’s foundation. Computational Materials Science, 64. 260-264 doi:10.1016/j.commatsci.2012.05.027
Skrinar, Matjaž (2007) On the application of a simple computational model for slender transversely cracked beams in buckling problems. Computational Materials Science, 39 (1). 242-249 doi:10.1016/j.commatsci.2006.01.029
Skrinar, Matjaž (2009) Improved beam finite element for the stability analysis of slender transversely cracked beam-columns. Computational Materials Science, 45 (3). 663-668 doi:10.1016/j.commatsci.2008.07.019
Skrinar, Matjaž, Pliberšek, Tomaž (2012) On the derivation of symbolic form of stiffness matrix and load vector of a beam with an arbitrary number of transverse cracks. Computational Materials Science, 52 (1). 253-260 doi:10.1016/j.commatsci.2011.07.013
Skrinar, Matjaž (2008) On critical buckling load estimation for slender transversely cracked beam-columns by the application of a simple computational model. Computational Materials Science, 43 (1). 190-198 doi:10.1016/j.commatsci.2007.07.029
Skrinar, Matjaž, Uranjek, Mojmir, Peruš, Iztok, Imamović, Denis (2021) A New Beam Finite Element for Static Bending Analysis of Slender Transversely Cracked Beams on Two-Parametric Soils. Applied Sciences, 11 (22) 10939pp. doi:10.3390/app112210939
Skrinar, Matjaž, Imamović, Denis (2018) Exact closed-form finite element solution for the bending static analysis of transversely cracked slender elastic beams on Winkler foundation. International Journal for Numerical and Analytical Methods in Geomechanics, 42. 1389-1404 doi:10.1002/nag.2796
Skrinar, Matjaž (2013) Computational analysis of multi-stepped beams and beams with linearly-varying heights implementing closed-form finite element formulation for multi-cracked beam elements. International Journal of Solids and Structures, 50. 2527-2541 doi:10.1016/j.ijsolstr.2013.04.005
Skrinar, Matjaž (2002) On elastic beams parameter identification using eigenfrequencies changes and the method of added mass. Computational Materials Science, 25 (1). 207-217 doi:10.1016/s0927-0256(02)00265-3
Afshin, M., Taheri-Behrooz, F. (2015) Interlaminar stresses of laminated composite beams resting on elastic foundation subjected to transverse loading. Computational Materials Science, 96. 439-447 doi:10.1016/j.commatsci.2014.06.027
Ahmed, N., Mitrofanov, A.V., Babitsky, V.I., Silberschmidt, V.V. (2007) 3D finite element analysis of ultrasonically assisted turning. Computational Materials Science, 39 (1). 149-154 doi:10.1016/j.commatsci.2005.12.045
 
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