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On vertical displacements of single cracked beams under tension load - application of simple computational model in simply supported beamsSkrinar, MatjažThe paper considers the computation of transverse displacements of single cracked slender beam elements subjected to axial tensile force. The computational model considers the crack as a rotational ... spring connecting uncracked parts. The transverse displacements are obtained as solutions of differential equations. The obtained numerical values of transverse displacements are equivalent to results obtained by implementing hige finite element meshes.Source: Short communications in mathematics and mechanics, section 1-24 (additonal issue), Annual Meeting, University of Göttingen, Germany, April 2-7, 2000 (Str. S893-S894)Type of material - conference contributionPublish date - 2001Language - englishCOBISS.SI-ID - 6827030
Author
Skrinar, Matjaž
Other authors
GAMM |
Annual meeting |
Short communications in mathematics and mechanics
Topics
gradbeništvo |
mehanika loma |
gradbeni elementi |
konzole |
razpoke |
identifikacija razpok |
rotacijska togost |
numerične metode |
civil engineering |
fracture mechanics |
structural elements |
cantilever beam |
crack |
crack identification |
rotational stiffness |
numerical methods
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Database name | Field | Year |
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Skrinar, Matjaž | 10847 |
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