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Détail de l'auteur
Auteur Jaspart, Jean-Pierre
Documents disponibles écrits par cet auteur
Affiner la rechercheClinchage des tôles minces: modélisation du comportement / Pietrapertosa, Carlo in Techniques de l'ingénieur BT, Vol. BT4 (Trimestriel)
in Techniques de l'ingénieur BT > Vol. BT4 (Trimestriel) . - 1-8 p.
Titre : Clinchage des tôles minces: modélisation du comportement Type de document : texte imprimé Auteurs : Pietrapertosa, Carlo, Auteur ; Hbraken, Anne-Marie, Auteur ; Jaspart, Jean-Pierre, Auteur Année de publication : 2007 Article en page(s) : 1-8 p. Note générale : Travail des Matériaux Assemblage Langues : Français (fre) Mots-clés : Clinage Tôles minces REFERENCE : BM 7 820 DEWEY : 620.1 Date : Avril 2005 En ligne : http://www.techniques-ingenieur.fr [article] Clinchage des tôles minces: modélisation du comportement [texte imprimé] / Pietrapertosa, Carlo, Auteur ; Hbraken, Anne-Marie, Auteur ; Jaspart, Jean-Pierre, Auteur . - 2007 . - 1-8 p.
Travail des Matériaux Assemblage
Langues : Français (fre)
in Techniques de l'ingénieur BT > Vol. BT4 (Trimestriel) . - 1-8 p.
Mots-clés : Clinage Tôles minces REFERENCE : BM 7 820 DEWEY : 620.1 Date : Avril 2005 En ligne : http://www.techniques-ingenieur.fr
in Journal of structural engineering > Vol. 136 N° 4 (Avril 2010) . - pp. 361-396
Titre : Combined distortional and overall flexural-torsional buckling of cold-formed stainless steel sections: design Type de document : texte imprimé Auteurs : Barbara Rossi, Auteur ; Jaspart, Jean-Pierre, Auteur ; Kim J. R. Rasmussen, Auteur Année de publication : 2010 Article en page(s) : pp. 361-396 Note générale : Génie Civil Langues : Anglais (eng) Mots-clés : Stainless steel structures Distortional buckling Member buckling Interaction buckling Design Direct strength method Index. décimale : 624 Constructions du génie civil et du bâtiment. Infrastructures. Ouvrages en terres. Fondations. Tunnels. Ponts et charpentes Résumé : This paper provides a critical summary of the European standards and design methods available for calculating the strength of cold-formed stainless steel compression members. The standards considered (so far mainly applied to columns failing by flexural buckling) are applied to the case of lipped channel section columns failing by combined distortional and overall flexural-torsional buckling. As observed during the tests presented in a companion paper, distortional buckling is found to have a considerable effect on the cross section resistance and is prone to interact with the global flexural-torsional mode. It is investigated how the different formulations account for the two buckling modes and their interaction and how accurate strength predictions they provide. A new direct strength method taking into account these failure modes is then presented and compared to the test results.
DEWEY : 624.17 ISSN : 0733-9445 En ligne : http://ascelibrary.org/sto/resource/1/jsendh/v136/i4/p361_s1?isAuthorized=no [article] Combined distortional and overall flexural-torsional buckling of cold-formed stainless steel sections: design [texte imprimé] / Barbara Rossi, Auteur ; Jaspart, Jean-Pierre, Auteur ; Kim J. R. Rasmussen, Auteur . - 2010 . - pp. 361-396.
Génie Civil
Langues : Anglais (eng)
in Journal of structural engineering > Vol. 136 N° 4 (Avril 2010) . - pp. 361-396
Mots-clés : Stainless steel structures Distortional buckling Member buckling Interaction buckling Design Direct strength method Index. décimale : 624 Constructions du génie civil et du bâtiment. Infrastructures. Ouvrages en terres. Fondations. Tunnels. Ponts et charpentes Résumé : This paper provides a critical summary of the European standards and design methods available for calculating the strength of cold-formed stainless steel compression members. The standards considered (so far mainly applied to columns failing by flexural buckling) are applied to the case of lipped channel section columns failing by combined distortional and overall flexural-torsional buckling. As observed during the tests presented in a companion paper, distortional buckling is found to have a considerable effect on the cross section resistance and is prone to interact with the global flexural-torsional mode. It is investigated how the different formulations account for the two buckling modes and their interaction and how accurate strength predictions they provide. A new direct strength method taking into account these failure modes is then presented and compared to the test results.
DEWEY : 624.17 ISSN : 0733-9445 En ligne : http://ascelibrary.org/sto/resource/1/jsendh/v136/i4/p361_s1?isAuthorized=no
in Journal of structural engineering > Vol. 136 N° 4 (Avril 2010) . - pp. 354-360
Titre : Combined distortional and overall flexural-torsional buckling of cold-formed stainless steel sections : experimental investigations Type de document : texte imprimé Auteurs : Barbara Rossi, Auteur ; Jaspart, Jean-Pierre, Auteur ; Kim J. R. Rasmussen, Auteur Année de publication : 2010 Article en page(s) : pp. 354-360 Note générale : Génie Civil Langues : Anglais (eng) Mots-clés : Stainless steel structures Distortional buckling Member buckling Interaction buckling Full-scale tests Index. décimale : 624 Constructions du génie civil et du bâtiment. Infrastructures. Ouvrages en terres. Fondations. Tunnels. Ponts et charpentes Résumé : This paper presents a series of 48 full-scale tests on press-braked stainless steel lipped channel section columns subjected to concentric compression. The tests were carried out between fixed ends in the Structures Laboratory of the University of Liège and the test specimens were designed such that distortional buckling developed in the section prior to overall flexural-torsional buckling. The stainless steel alloy was 1.4003 chromium weldable steel, popularly known as 3Cr12. Three different geometries were tested using the same experimental setup. A critical summary of the standards and methods for calculating the carrying capacity of cold-formed stainless steel compression members is presented in a companion paper by the same writers.
DEWEY : 624.17 ISSN : 0733-9445 En ligne : http://ascelibrary.org/sto/resource/1/jsendh/v136/i4/p354_s1?isAuthorized=no [article] Combined distortional and overall flexural-torsional buckling of cold-formed stainless steel sections : experimental investigations [texte imprimé] / Barbara Rossi, Auteur ; Jaspart, Jean-Pierre, Auteur ; Kim J. R. Rasmussen, Auteur . - 2010 . - pp. 354-360.
Génie Civil
Langues : Anglais (eng)
in Journal of structural engineering > Vol. 136 N° 4 (Avril 2010) . - pp. 354-360
Mots-clés : Stainless steel structures Distortional buckling Member buckling Interaction buckling Full-scale tests Index. décimale : 624 Constructions du génie civil et du bâtiment. Infrastructures. Ouvrages en terres. Fondations. Tunnels. Ponts et charpentes Résumé : This paper presents a series of 48 full-scale tests on press-braked stainless steel lipped channel section columns subjected to concentric compression. The tests were carried out between fixed ends in the Structures Laboratory of the University of Liège and the test specimens were designed such that distortional buckling developed in the section prior to overall flexural-torsional buckling. The stainless steel alloy was 1.4003 chromium weldable steel, popularly known as 3Cr12. Three different geometries were tested using the same experimental setup. A critical summary of the standards and methods for calculating the carrying capacity of cold-formed stainless steel compression members is presented in a companion paper by the same writers.
DEWEY : 624.17 ISSN : 0733-9445 En ligne : http://ascelibrary.org/sto/resource/1/jsendh/v136/i4/p354_s1?isAuthorized=no
