Exploració per autor "Casafont Ribera, Miguel"
Ara es mostren els items 35-45 de 45
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New shear transfer system for concrete-filled steel tube (CFST) columns
(John Wiley & sons, 2022-05)
Article
Accés restringit per política de l'editorialConcrete-filled steel tube (CFST) columns are frequently used in construction due to their high ductility and improved loadbearing capacities. At beam-to-CFST column joints, gusset plates are welded to the outer face ... -
Optimization of cold-formed steel pallet racking cross-sections for flexural-torsional buckling with constraints on the geometry
(2009-11)
Article
Accés restringit per política de l'editorialStarting from a comprehensive set of experimental test results of upright cross-sections in compression, this paper is focussed on how the section can be optimally designed to achieve the highest possible failure load ... -
Perfiles metálicos con secciones abiertas de pared delgada
(2011-04)
Article
Accés restringit per política de l'editorial -
Programa d'elements finits barra en 2D creat al Departament d’Elasticitat i Resistència de Materials per al desenvolupament d'una aplicació professional per a una empresa de fabricació de prestatgeries
(2013-12-17)
Report de recerca
Accés restringit per acord de confidencialitatInforme sobre el programa d'anàlisi d'estructures lineal, geomètricament no lineal, i dinámica, realitzat per a una empresa de construcció de prestatgeries. -
Residual stresses and initial imperfections in non-linear analysis
(2013-01)
Article
Accés restringit per política de l'editorialWhen non-linear finite element analysis (FEA) of cold-formed thin-walled steel sections subject to compression is carried out, an initial perturbation must be introduced in the model in order to trigger the failure due ... -
Selection of the initial geometrical imperfection in nonlinear FE analysis of cold-formed steel rack columns
(2011-11-05)
Article
Accés restringit per política de l'editorialThis paper presents three methodologies to predict the load carrying capacity of cold formed steel rack columns via nonlinear finite element analysis (FEA). The column lengths are chosen in the range where the main failure ... -
Simulation of the Roll-Forming Process for the Determination of the Relevant Residual Stresses of Cold-Formed Steel Members
(LABEIN, 2009-10-14)
Text en actes de congrés
Accés obertThe uprights for pallet rack systems are usually thin-walled open cold-formed steel sections. Their behaviour under compression can be analysed experimentally, analytically or by finite element simulation. In the ... -
State-of-the-art review on adjustable pallet racks testing for seismic design
(2022-12)
Article
Accés obertThis paper presents a state-of-the-art review on seismic tests of adjustable pallet rack systems: on particular components of racks, subassemblies, full racks and stored goods. The tested particular components are the most ... -
Structural analysis of rack upright frames under a pure compression load by means of a nonlinear Generalized Beam Theory analysis
(2023-09)
Article
Accés restringit per política de l'editorialRack uprights are commonly mono-symmetric open thin-walled members with regular perforations along their length. These perforations are used to enable the connection with Rack upright frames of conventional pallet racking ... -
Stub column tests for racking design: Experimental testing, FE analysis and EC3
(2010-10-05)
Article
Accés restringit per política de l'editorialThe LaboratoryofElasticityandStrengthofMaterials,intheSchoolofEngineeringofBarcelona(UPC), has gainedawideexperienceinpallet-racktestinginrecentyears.Wehavegatheredacomprehensive set ofexperimentalresultsfromuprightcro ... -
Systemized structural predesign method for selective racks
(2020-12)
Article
Accés restringit per acord de confidencialitatThis paper presents a simplified stability-based method for practical structural predesign of down-aisle unbraced frames of selective racks. Given the uniformity of actual racks, only a single upright and its adjoining ...
