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Simple model for the vertical displacements computation of a single cracked cantilever under tension loads
Author(s) -
Skrinar M.
Publication year - 2000
Publication title -
zamm ‐ journal of applied mathematics and mechanics / zeitschrift für angewandte mathematik und mechanik
Language(s) - English
Resource type - Journals
SCImago Journal Rank - 0.449
H-Index - 51
eISSN - 1521-4001
pISSN - 0044-2267
DOI - 10.1002/zamm.200008014145
Subject(s) - cantilever , computation , polygon mesh , transverse plane , finite element method , tension (geology) , structural engineering , simple (philosophy) , differential (mechanical device) , differential equation , ultimate tensile strength , mathematics , mathematical analysis , mechanics , geometry , materials science , physics , engineering , algorithm , composite material , philosophy , epistemology , thermodynamics
The paper considers the approach for computation of transverse displacements for a single cracked cantilever beam under tensile axial force. Transverse displacements obtained with the proposed model by solving a differential equation are comparable to equivalent solutions obtained by implementing huge finite element meshes.