On the application of a simple computational model for slender transversely cracked beams in buckling problems /
This paper discusses the implementation of a simplified computational model that is widely used for the computation of transverse displacements in transversely cracked slender beams into the Euler's elastic flexural buckling theory. Two alternatives are studied instead of solving the correspond...
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Format: | Book Chapter |
Jezik: | English |
Teme: | |
Online dostop: | http://dx.doi.org/10.1016/j.commatsci.2006.01.029 |
Sorodne knjige/članki: | Vsebovano v:
Computational materials science |
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