Exploració per autor "Casafont Ribera, Miguel"
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An experimental investigation of a new perfect bond technology for composite slabs
Ferrer Ballester, Miquel; Marimón Carvajal, Federico; Casafont Ribera, Miguel (2018-03-30)
Article
Accés obertSteel-concrete composite slabs generally fail due to the debonding with separation of sections caused by longitudinal shear forces, regardless of the shape of the sheeting profile or the design of the embossments. This ... -
An experimental investigation of distortional buckling of steel storage rack columns
Casafont Ribera, Miguel; Pastor Artigues, María Magdalena; Roure Fernández, Francisco; Peköz, Teoman (2011-04-16)
Article
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An investigation on the design of steel storage rack columns via the direct strength method
Casafont Ribera, Miguel; Pastor Artigues, María Magdalena; Roure Fernández, Francisco; Bonada Bo, Jordi; Peköz, Teoman (2012-04-11)
Article
Accés restringit per política de l'editorialThe paper presents an attempt to predict the load carrying capacity of perforated rack columns by means of the Direct Strength Method (DSM). The investigation is focused on two different issues: the prediction of the ... -
Analysis of pallet rack beam members through a nonlinear GBT formulation with sectional constraints
Bonada Bo, Jordi; Casafont Ribera, Miguel; Roure Fernández, Francisco; Pastor Artigues, María Magdalena (2021)
Text en actes de congrés
Accés obertThin-walled open cross-sections are commonly used in steel storage pallet rack structures. In some cases, open sections are employed as beam members. These beam members usually have weld spots along their length in order ... -
Analysis of the Compression Behaviour of Reinforced Photocurable Materials Used in Additive Manufacturing Processes Based on a Mask Image Projection System
Bonada Bo, Jordi; Barcelona Pons, Pol; Casafont Ribera, Miguel; Pons Poblet, Josep Maria; Padilla, Jose Antonio; Xuriguera Martin, Elena (Multidisciplinary Digital Publishing Institute (MDPI), 2021-08-16)
Article
Accés obertMask image projection based on stereolithography is an additive manufactured technology based on a Frontal Photopolymerization Process. Therefore, photocurable resins are used to build-up parts layer by layer. In this ... -
Analytical design method for the improvement of steel structures stability
Bové Tous, Oriol; Casafont Ribera, Miguel; Ferrer Ballester, Miquel; López Almansa, Francisco; Roure Fernández, Francisco (2021-09)
Article
Accés obertThis article presents a design method for the improvement of steel structures stability by modifying their structural elements parameters. The available parameters can be selected from a predefined list of stiffness and ... -
Comparison between numerical models for unbraced multiple bay pallet racks
Bové Tous, Oriol; Casafont Ribera, Miguel; Bonada Bo, Jordi; López Almansa, Francisco (John Wiley & sons, 2023)
Text en actes de congrés
Accés obertUnbraced conventional pallet racks are structures intended for the storage of goods (commonly palletized); they are composed of vertical uprights, horizontal beams, and braces, connected together to form a steel skeleton-like ... -
Cross-sectional optimization of perforated pallet rack columns against distortional and global buckling
Bonada Bo, Jordi; Casafont Ribera, Miguel; Bové Tous, Oriol (2023-11)
Article
Accés restringit per acord de confidencialitatThis paper presents a cross-sectional optimization procedure to increase the load carrying capacity of a perforated rack column under a compression load. The optimization method is based on a Genetic Algorithm (GA) combined ... -
Customary light-gauge steel framing construction with flat strap bracing. Seismicity limits for short to mid-rise buildings in Europe
Navarro Granados, Jordi; Casafont Ribera, Miguel; Bové Tous, Oriol; Bonada Bo, Jordi; López Almansa, Francisco (Springer, 2023-11-20)
Article
Accés obertOrdinary (customary) light gauge steel framing is a convenient construction technology; however, given the studs low axial capacity, it has been considered mainly for low-rise buildings in low seismicity regions. This paper ... -
Design of cold-formed steel curved panels
Casafont Ribera, Miguel; Ferrer Ballester, Miquel; Marimón Carvajal, Federico (CRC Press. Taylor & Francies Group, 2010)
Text en actes de congrés
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Determination of beam-to-column connection characteristics in pallet rack structures: a comparison of the EN and ANSI methods and an analysis of the influence of the moment-to-shear ratios
Roure Fernández, Francisco; Somalo Coarasa, María Rosa; Casafont Ribera, Miguel; Pastor Artigues, María Magdalena; Bonada Bo, Jordi; Peköz, Teoman (2013-05-14)
Article
Accés restringit per política de l'editorialhe beam-to-column connections in most of the pallet rack structures made of thin-walled steel sections are of the clip-on type. These connections are of a semi-rigid nature and have a non-linear moment–rotation relationship, ... -
Distortional buckling strength of American type cold formed rack columns
Casafont Ribera, Miguel; Roure Fernández, Francisco; Somalo Coarasa, María Rosa (2013-05-24)
Report de recerca
Accés restringit per acord de confidencialitatThe present report describes the experimental tests carried out at LERMA to investigate the distortional buckling of steel storage channel rack columns. Previous studies by the authors (Peköz et al. 2012, Casafont et al. ... -
Distortional influence of pallet rack uprights subject to combined compression and bending
Bonada Bo, Jordi; Pastor Artigues, María Magdalena; Roure Fernández, Francisco; Casafont Ribera, Miguel (Elsevier, 2016-05-24)
Article
Accés obertA pallet rack is a structure in which the beams and uprights are cold-formed steel sections. The beam-upright connections are normally clipped in order to select the beam levels required and for ease of assembly. For this ... -
Elaboració de material docent avançat per a l'ensenyament de l'estructura metàl·lica
Casafont Ribera, Miguel; Ferrer Ballester, Miquel; Marimón Carvajal, Federico; Fornons García, José María (2006-02)
Text en actes de congrés
Accés obertEl Departament de Resistència de Materials i Estructures a l’Enginyeria està elaborant un material docent per a l’ensenyament pràctic de l’estructura metàl•lica, que està composat de tres parts principals: un llibre en ... -
Experimental study of the compression behavior of mask image projection based on stereolithography manufactured parts
Casafont Ribera, Miguel; Pons Poblet, Josep Maria; Bonada Bo, Jordi; Pastor Artigues, María Magdalena; Marimón Carvajal, Federico; Roure Fernández, Francisco (2020-03-09)
Article
Accés obertThe article presents the results of a series of compression tests on samples manufactured by means of the mask image projection based on stereolithography additive manufacturing technique (MIP-SL). Recent studies demonstrate ... -
Experimental study on a highly efficient shear transfer system for square CFST
Soltanalipour, Milad; Ferrer Ballester, Miquel; Marimón Carvajal, Federico; Albareda Valls, Albert; Casafont Ribera, Miguel; Iglesias, Gorka (Elsevier, 2023-03-16)
Article
Accés obertA new shear transfer system for CFST columns is studied, which is an application of the patent EP2305911B1 into the square CFST columns. The new optimized system, called UPCCFST, consists of crown-shaped protrusions on the ... -
Experimental testing of joints for seismic design of lightweight structures. Part 3: gussets, corner joints, x-braced frames
Casafont Ribera, Miguel; Arnedo Pena, Alfredo; Roure Fernández, Francisco; Rodríguez Ferran, Antonio (2007-07)
Article
Accés obertAn experimental campaign on joints of x-braced frames is presented. Tests are performed on strap-gusset joints and lower and upper corner joints. Many different phenomena and failure modes are observed in these tests. ... -
Experimental testing of joints for seismic design of lightweight structures: part 1: screwed joints in straps
Casafont Ribera, Miguel; Arnedo Pena, Alfredo; Roure Fernández, Francisco; Rodríguez Ferran, Antonio (2006-02)
Article
Accés obertConnections in x-braced shear walls play a crucial role in the seismic performance of lightweight structures: they should be strong enough to allow energy dissipation via plastification of the diagonal straps. An extensive ... -
Experimental testing of joints for seismic design of lightweight structures: part 2: bolted joints in straps
Casafont Ribera, Miguel; Arnedo Pena, Alfredo; Roure Fernández, Francisco; Rodríguez Ferran, Antonio (2006-06)
Article
Accés obertAn experimental testing campaign on tensile bolted joints between straps is reported. Two dominant failure modes are identified: (1) tilting, bearing and tearing of the sheets (TS) and (2) tilting, bearing and net-section ... -
Experimental tests on trapezoidal steel sheeting : An investigation on the effect of trasverse corrugation
Casariego, Pedro; Casafont Ribera, Miguel; Ferrer Ballester, Miquel; Marimón Carvajal, Federico (2014)
Text en actes de congrés
Accés restringit per política de l'editorial