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New linear spring stiffness definition for displacement analysis of cracked beam elements

  1. Matjaž Skrinar*,
  2. Tomaž Pliberšek

Article first published online: 27 DEC 2004

DOI: 10.1002/pamm.200410308

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PAMM

PAMM

Volume 4, Issue 1, pages 654–655, December 2004

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How to Cite

Skrinar, M. and Pliberšek, T. (2004), New linear spring stiffness definition for displacement analysis of cracked beam elements. Proc. Appl. Math. Mech., 4: 654–655. doi: 10.1002/pamm.200410308

Author Information

  1. Faculty of Civil Engineering, Smetanova ul. 17, 2000 Maribor, Slovenia

*Phone: + 386 2 2294358, Fax: + 386 2 2524179

Publication History

  1. Issue published online: 27 DEC 2004
  2. Article first published online: 27 DEC 2004

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Abstract

The paper describes the reasons for the derivation of a new definition of a rotational spring that can be utilised in the simplified computational model for the computation of transverse displacements of cracked beam structures due to transverse load. This definition plays an extremely important role in the inverse identification of cracks. (© 2004 WILEY-VCH Verlag GmbH & Co. KGaA, Weinheim)

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