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Ameijeiras Godoy 2019a - Revision history
2026-04-21T01:28:19Z
Revision history for this page on the wiki
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Lagodoy at 21:08, 7 December 2019
2019-12-07T21:08:32Z
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Lagodoy
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Lagodoy at 21:07, 7 December 2019
2019-12-07T21:07:29Z
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<td colspan='2' style="background-color: white; color:black; text-align: center;">Revision as of 21:07, 7 December 2019</td>
</tr><tr><td colspan="2" class="diff-lineno" id="mw-diff-left-l9" >Line 9:</td>
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<tr><td class='diff-marker'> </td><td style="background-color: #f9f9f9; color: #333333; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #e6e6e6; vertical-align: top; white-space: pre-wrap;"><div>'''Mariano P. Ameijeiras <span id="fnc-2">[[#fn-2|<sup>2</sup>]]</span>, Luis A. Godoy <span id="fnc-3">[[#fn-3|<sup>3</sup>]]</span>'''</div></div></td><td class='diff-marker'> </td><td style="background-color: #f9f9f9; color: #333333; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #e6e6e6; vertical-align: top; white-space: pre-wrap;"><div>'''Mariano P. Ameijeiras <span id="fnc-2">[[#fn-2|<sup>2</sup>]]</span>, Luis A. Godoy <span id="fnc-3">[[#fn-3|<sup>3</sup>]]</span>'''</div></div></td></tr>
<tr><td class='diff-marker'> </td><td style="background-color: #f9f9f9; color: #333333; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #e6e6e6; vertical-align: top; white-space: pre-wrap;"><div>--></div></td><td class='diff-marker'> </td><td style="background-color: #f9f9f9; color: #333333; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #e6e6e6; vertical-align: top; white-space: pre-wrap;"><div>--></div></td></tr>
<tr><td class='diff-marker'>−</td><td style="color:black; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #ffe49c; vertical-align: top; white-space: pre-wrap;"><div><del style="font-weight: bold; text-decoration: none;"></del></div></td><td colspan="2"> </td></tr>
<tr><td class='diff-marker'>−</td><td style="color:black; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #ffe49c; vertical-align: top; white-space: pre-wrap;"><div><del style="font-weight: bold; text-decoration: none;">'''Abstract''': The nonlinear dynamic response and buckling of a simple, two degree of freedom system is investigated in this work under an impulsive load that simulates a nearby detonation-like explosion. The system includes force and moment springs in much the same way as membrane and bending effects develop in shell structures. The static response is first obtained to evaluate bifurcation states and nonlinear equilibrium paths including geometric imperfections. The dynamic problem is modeled using Lagrange equation of motion. The nonlinear dynamic response under impulsive load is next computed for the perfect configuration under increasing load levels. The presence of quasi-bifurcations is detected using stability coefficients based on second order derivatives of the total potential energy. For a given load level, it is found that one stability coefficient vanishes at the first maximum in the displacement versus time trajectory, at which the system passes through a state of zero velocity. This occurs for the same displacement configuration as in the static buckling mode. The results show that quasi-bifurcation loads thus obtained are independent of the amplitude of the geometric imperfection considered but display high sensitivity to changes in the membrane to bending stiffness ratio.</del></div></td><td colspan="2"> </td></tr>
<tr><td class='diff-marker'>−</td><td style="color:black; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #ffe49c; vertical-align: top; white-space: pre-wrap;"><div><del style="font-weight: bold; text-decoration: none;"></del></div></td><td colspan="2"> </td></tr>
<tr><td class='diff-marker'>−</td><td style="color:black; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #ffe49c; vertical-align: top; white-space: pre-wrap;"><div><del style="font-weight: bold; text-decoration: none;">'''Keywords''' '':'' Blast loads; dynamic buckling; nonlinear dynamics; structural stability; vibrations.</del></div></td><td colspan="2"> </td></tr>
<tr><td class='diff-marker'>−</td><td style="color:black; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #ffe49c; vertical-align: top; white-space: pre-wrap;"><div><del style="font-weight: bold; text-decoration: none;"></del></div></td><td colspan="2"> </td></tr>
<tr><td class='diff-marker'>−</td><td style="color:black; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #ffe49c; vertical-align: top; white-space: pre-wrap;"><div><del style="font-weight: bold; text-decoration: none;"><div class="center" style="width: auto; margin-left: auto; margin-right: auto;"></del></div></td><td colspan="2"> </td></tr>
<tr><td class='diff-marker'>−</td><td style="color:black; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #ffe49c; vertical-align: top; white-space: pre-wrap;"><div><del style="font-weight: bold; text-decoration: none;"><big>'''PANDEO DINÁMICO DE ESTRUCTURAS TIPO CÁSCARAS SOMETIDAS A PRESIONES DEBIDAS A EXPLOSION'''</big></div></del></div></td><td colspan="2"> </td></tr>
<tr><td class='diff-marker'>−</td><td style="color:black; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #ffe49c; vertical-align: top; white-space: pre-wrap;"><div><del style="font-weight: bold; text-decoration: none;"></del></div></td><td colspan="2"> </td></tr>
<tr><td class='diff-marker'>−</td><td style="color:black; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #ffe49c; vertical-align: top; white-space: pre-wrap;"><div><del style="font-weight: bold; text-decoration: none;">'''Resumen''': La respuesta dinámica nolineal y el pandeo de un sistema simple de dos grados de libertad se estudia en este trabajo bajo carga impulsiva que simula una explosión cercana. El sistema incluye resortes de fuerza y momento que representan efectos membranales y flexionales tal como los que se desarrollan en cáscaras. Primero se obtiene la respuesta estatica para evaluar bifurcacion y trayectorias de equilibrio nolineales incluyendo imperfecciones geométricas. El problema dinamico se modela usando las ecuaciones de movimiento de Lagrange. Se computa la respuesta dinamica nolineal bajo cargas impulsivas para la configuracion perfecta bajo niveles crecientes de carga. Se detecta la presencia de cuasi-bifurcaciones mediante coeficientes de estabilidad basados en derivadas segundas de la energía. Para un nivel determinado de carga se encuentra que un coeficiente de estabilidad se anula en el primer maximo en la trayectoria de desplazamiento versus tiempo, en cuyo caso la velocidad es nula, lo cual ocurre para la misma configuracion de desplazamiento que en el modo de pandeo estatico. Los resultados demustran que las cargas de cuasi-bifurcacion son independiente de la imperfeccion geometrica considerada pero muestran gran sensibilidad frente a cambios en la relacion de rigideces membranal versus flexional.</del></div></td><td colspan="2"> </td></tr>
<tr><td class='diff-marker'>−</td><td style="color:black; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #ffe49c; vertical-align: top; white-space: pre-wrap;"><div><del style="font-weight: bold; text-decoration: none;"></del></div></td><td colspan="2"> </td></tr>
<tr><td class='diff-marker'>−</td><td style="color:black; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #ffe49c; vertical-align: top; white-space: pre-wrap;"><div><del style="font-weight: bold; text-decoration: none;"><span style="text-align: center; font-size: 75%;">'''Palabras clave:''' </span>cargas de impacto; pandeo dinámico; dinámica nolineal; estabilidad estructural; explosiones<span style="text-align: center; font-size: 75%;">.</span></del></div></td><td colspan="2"> </td></tr>
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Lagodoy
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Lagodoy at 19:37, 16 April 2019
2019-04-16T19:37:59Z
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Lagodoy
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Lagodoy at 19:28, 16 April 2019
2019-04-16T19:28:48Z
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<tr><td class='diff-marker'>−</td><td style="color:black; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #ffe49c; vertical-align: top; white-space: pre-wrap;"><div><del style="font-weight: bold; text-decoration: none;"></del></div></td><td colspan="2"> </td></tr>
<tr><td class='diff-marker'>−</td><td style="color:black; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #ffe49c; vertical-align: top; white-space: pre-wrap;"><div><del style="font-weight: bold; text-decoration: none;"><span id='_GoBack'><span id="fn-1"></span>([[#fnc-1|<sup>1</sup>]]) Artículo recibido el 28 de Octubre de 2018 y aceptado para publicación el 15 de Noviembre de 2018.</span></del></div></td><td colspan="2"> </td></tr>
<tr><td class='diff-marker'>−</td><td style="color:black; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #ffe49c; vertical-align: top; white-space: pre-wrap;"><div><del style="font-weight: bold; text-decoration: none;"></del></div></td><td colspan="2"> </td></tr>
<tr><td class='diff-marker'>−</td><td style="color:black; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #ffe49c; vertical-align: top; white-space: pre-wrap;"><div><del style="font-weight: bold; text-decoration: none;"><span style="text-align: center; font-size: 75%;"><span id="fn-2"></span>([[#fnc-2|<sup>2</sup>]])  Profesor Adjunto, Departamento de Estructuras. Facultad de Ciencias Exactas Físicas y Naturales, Universidad Nacional de Córdoba. Casilla de Correo 916, 5000 Córdoba,  Argentina. E-mail: [mailto:m.ameijeiras@unc.edu.ar m.ameijeiras@unc.edu.ar]</span></del></div></td><td colspan="2"> </td></tr>
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<tr><td class='diff-marker'>−</td><td style="color:black; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #ffe49c; vertical-align: top; white-space: pre-wrap;"><div><del style="font-weight: bold; text-decoration: none;"><span style="text-align: center; font-size: 75%;"><span id="fn-3"></span>([[#fnc-3|<sup>3</sup>]]) Investigador Superior, Instituto de Estudios Avanzados en Ingeniería y Tecnología (IDIT UNC-CONICET), Córdoba, Argentina, [mailto:luis.godoy@unc.edu.ar luis.godoy@unc.edu.ar] </span></del></div></td><td colspan="2"> </td></tr>
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Lagodoy
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Lagodoy: Lagodoy moved page Review 267773038893 to Ameijeiras Godoy 2019a
2019-04-16T19:23:05Z
<p>Lagodoy moved page <a href="/public/Review_267773038893" class="mw-redirect" title="Review 267773038893">Review 267773038893</a> to <a href="/public/Ameijeiras_Godoy_2019a" title="Ameijeiras Godoy 2019a">Ameijeiras Godoy 2019a</a></p>
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Lagodoy
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Lagodoy: Lagodoy moved page Draft Godoy 444211626 to Review 267773038893
2019-04-16T19:21:32Z
<p>Lagodoy moved page <a href="/public/Draft_Godoy_444211626" class="mw-redirect" title="Draft Godoy 444211626">Draft Godoy 444211626</a> to <a href="/public/Review_267773038893" class="mw-redirect" title="Review 267773038893">Review 267773038893</a></p>
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Lagodoy
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Lagodoy at 19:20, 16 April 2019
2019-04-16T19:20:10Z
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Lagodoy
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Lagodoy at 19:16, 16 April 2019
2019-04-16T19:16:24Z
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<td colspan='2' style="background-color: white; color:black; text-align: center;">Revision as of 19:16, 16 April 2019</td>
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<tr><td class='diff-marker'> </td><td style="background-color: #f9f9f9; color: #333333; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #e6e6e6; vertical-align: top; white-space: pre-wrap;"><div><div class="center" style="width: auto; margin-left: auto; margin-right: auto;"></div></td><td class='diff-marker'> </td><td style="background-color: #f9f9f9; color: #333333; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #e6e6e6; vertical-align: top; white-space: pre-wrap;"><div><div class="center" style="width: auto; margin-left: auto; margin-right: auto;"></div></td></tr>
<tr><td class='diff-marker'>−</td><td style="color:black; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #ffe49c; vertical-align: top; white-space: pre-wrap;"><div><big>'''DYNAMIC BUCKLING OF SHELL-LIKE STRUCTURES UNDER PRESSURES DUE TO AN EXPLOSION <span id="fnc-1"></span><span style="text-align: center; font-size: 75%;"><del class="diffchange diffchange-inline">[[#fn-1|<sup>1</sup>]]</del></span> '''</big></div></div></td><td class='diff-marker'>+</td><td style="color:black; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #a3d3ff; vertical-align: top; white-space: pre-wrap;"><div><big>'''DYNAMIC BUCKLING OF SHELL-LIKE STRUCTURES UNDER PRESSURES DUE TO AN EXPLOSION <span id="fnc-1"></span><span style="text-align: center; font-size: 75%;"></span> '''</big></div></div></td></tr>
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Lagodoy
https://www.scipedia.com/wd/index.php?title=Ameijeiras_Godoy_2019a&diff=129645&oldid=prev
Lagodoy: Created page with "<!-- metadata commented in wiki content <div class="center" style="width: auto; margin-left: auto; margin-right: auto;"> <big>'''DYNAMIC BUCKLING OF SHELL-LIKE STRUCTURES UN..."
2019-04-16T19:11:30Z
<p>Created page with "<!-- metadata commented in wiki content <div class="center" style="width: auto; margin-left: auto; margin-right: auto;"> <big>'''DYNAMIC BUCKLING OF SHELL-LIKE STRUCTURES UN..."</p>
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