Structural behaviour and design of a novel cold-formed steel-concrete composite beam
Thin-Walled StructuresYiming He +4 more
openaire +2 more sources
Revista IBRACON de Estruturas e Materiais, 2020 : The present work aims to compare the structural behavior of steel-concrete composite-section beams for three types of shear connectors made of U hot rolled section and cold-formed sections of U and L.
Juliano Geraldo Ribeiro Neto +2 more
doaj +1 more source
Plate with holes as shear connector in cold formed steel composite beams
Revista IBRACON de Estruturas e Materiais, 2019 In search of an improved compatibility between cold-formed steel profiles and precast floor systems, this study proposes an alternative shear connector for cold-formed steel-concrete composite beams.
O. P. AGUIAR +3 more
doaj +1 more source
Experimental investigation on cold-formed steel beams under pure bending [PDF]
, 2012 This paper presents the flexural behaviour of cold-formed double lipped channels beams under pure bending action. Two channel sections are bolted back-to-back to form an I-shape structural beam member. A series of six experiment tests were carried out on
Lee, Yee Ling +2 more
core +2 more sources
Ferritic stainless steels in structural applications [PDF]
, 2014 Ferritic stainless steels are low cost, price-stable, corrosion-resistant materials. Although widely used in the automotive and domestic appliance sectors, structural applications are scarce owing to a dearth of performance data and design guidance.
Baddoo, NR, Cashell, KA
core +1 more source
Ultimate behavior of idealized composite floor elements at ambient and elevated temperature [PDF]
, 2009 This paper is concerned with the ultimate behavior of composite floor slabs under extreme loading situations resembling those occurring during severe building fires.
Cashell, KA +2 more
core +1 more source
Mechanical characterization of ABS recyling based electric and electronic equipment (WEEE) by using injection molding [PDF]
, 2020 Nowadays, recycling process become more and more importantly mostly due to the impressive increase in the production of waste and to growing attention to the environment friendly.
M. Rus, Anika Zafiah +8 more
core
Experimental and numerical studies of ferritic stainless steel tubular cross sections under combined compression and bending [PDF]
, 2015 An experimental and numerical study of ferritic stainless steel tubular cross sections under combined loading is presented in this paper. Two square hollow section (SHS) sizes—SHS 40×40×240×40×2 and SHS 50×50×250×50×2 made of Grade EN 1.4509 (AISI 441 ...
Gardner, L, Rossi, B, Young, B, Zhao, O
core +1 more source
Modelling localised fracture of reinforced concrete structures [PDF]
, 2016 This paper presents a robust finite element procedure for simulating the localised fracture of reinforced concrete members. In this new model the concrete member is modelled as an assembly of plain concrete, reinforcing steel bar and bond-link elements ...
Bathe KJ +5 more
core +1 more source
Performance of Partially Concrete Filled C-purlin Beam-Slab System: Numerical Investigation
NTU Journal of Engineering and TechnologyLightweight cold-formed steel beams are widely utilized in roofing systems. Recently, engineers have increasingly used concrete-filled cold-formed steel tube beams for flooring systems due to their sufficient structural performance.
Alyaa A. Al-Attar +4 more
doaj +1 more source