Lateral Buckling Analysis of the Steel-Concrete Composite Beams in Negative Moment Region
Advances in Materials Science and Engineering, 2015 Distortional buckling is one of the important buckling models of steel-concrete composite beam in negative moment region. Rotation restraining rigidity and lateral restraining rigidity which steel beam web to bottom plate of steel-concrete composite are ...
Fengqi Guo, Shun Zhou, Lizhong Jiang
doaj +1 more source
Distortional influence of pallet rack uprights subject to combined compression and bending [PDF]
, 2016 A 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.
Bonada Bo, Jordi +3 more
core +2 more sources
Torsional-flexural buckling of unevenly battened columns under eccentrical compressive loading [PDF]
, 2016 In this paper, an analytical model is developed to determine the torsional-flexural buckling load of a channel column braced by unevenly distributed batten plates.
AISC (American Institute of Steel Construction) +9 more
core +1 more source
Performance of perforated FRP stub beams subject to static transverse actions [PDF]
, 2020 This paper presents an experimental programme designed to investigate the failure mode and ultimate capacity of pultruded glass fibre reinforced polymer (GFRP) cellular profiles subject to transverse loading.
Gand, Alfred +2 more
core +1 more source
Experimental investigation of local-flexural interactive buckling of cold-formed steel channel columns [PDF]
, 2018 This paper presents the results of a comprehensive experimental programme aimed at studying the interaction of local and overall flexural buckling in cold-formed steel (CFS) plain and lipped channels under axial compression. The results were further used
Becque, J., Hajirasouliha, I., Ye, J.
core +1 more source
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
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 +1 more source
Experiments on seismic behaviour of steel sheathed cold-formed steel shear walls cladded by gypsum and fiber cement boards [PDF]
, 2016 Acknowledgments The authors are grateful to the Building and Housing Research Center (BHRC) of Iran for providing testing equipment and technical support and Paya Sazeh Pasargad CO, Knauf Iran CO and SHERA CO for providing testing specimens and materials.
Bagheri Sabbagh, Alireza +4 more
core +1 more source
Shear tests of rivet fastened rectangular hollow flange channel beams [PDF]
, 2016 The intermittently rivet fastened Rectangular Hollow Flange Channel Beam (RHFCB) is a new cold-formed hollow section proposed as an alternative to welded hollow flange channel beams.
Mahendran, Mahen +1 more
core +1 more source
Spectrally Tunable 2D Material‐Based Infrared Photodetectors for Intelligent Optoelectronics
Advanced Functional Materials, EarlyView.Intelligent optoelectronics through spectral engineering of 2D material‐based infrared photodetectors. Abstract The evolution of intelligent optoelectronic systems is driven by artificial intelligence (AI). However, their practical realization hinges on the ability to dynamically capture and process optical signals across a broad infrared (IR) spectrum.
Junheon Ha +18 more
wiley +1 more source