Results 31 to 40 of about 2,773,076 (310)
Structural Behavior of Steel-Concrete Composite Beam using Bolted Shear Connectors: A Review
MATEC Web of Conferences, 2018 Conventional steel-concrete composite beams have been recognized to exhibit stronger structural characteristics, in terms of strength and stiffness, when compared to pure steel or reinforced concrete beams.
Loqman Nadiah +3 more
doaj +1 more source
Buckling of coped steel beams and steel beams with partial endplates [PDF]
Heron, 2004 Copes and partial endplates influence the resistance to lateral buckling of a steel beam. In order to quantify this influence, numerical research has been carried out with validated models. Full-scale laboratory tests carried out for the validation of the numerical models are described in the Annex to this paper.
Maljaars, J. (author) +2 more
openaire +2 more sources
Advances in Civil Engineering, 2021 Based on stochastic sensitivity analysis, a new style of joint structure with greater ductility and higher strength—the beam-column joint with gusset plate angle (JGA) steel—was proposed.
Xian Dong, Yadi Wang
doaj +1 more source
Curved and Layered Structures, 2022 This study aims to investigate the behavior of concrete slabs acting compositely with symmetrical and asymmetrical castellated beams. Stud connectors are used to connect the concrete slab and steel section.
Al-Thabhawee Hayder Wafi
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Behaviour of stainless steel beam-to-column joints-part 2: Numerical modelling and parametric study
Journal of constructional steel research, 2019 This paper reports a detailed numerical (FE) study on planar stainless steel beam-to-column joints. A nonlinear FE model is developed and validated against the first set on full-scale tests on stainless steel beam-to-column joints reported in the ...
Mohamed Elflah, M. Theofanous, S. Dirar
semanticscholar +1 more source
Frontiers in Materials, 2019 In this study, a finite element (FE) analysis of a composite joint with the concrete-filled steel tubular (CFST) column and steel beam, with a through bolt-extended endplate, was carried out in a progressive collapse. The reasonable constitutive model of
Yan-Li Shi, Long Zheng, Wen-Da Wang
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Taiyuan Ligong Daxue xuebao, 2021 The inelastic deformation of a steel beam bridge under vertical seismic actions would accumulate in the “downward” side, whereas in the “upward” side, the structure keeps elastic. An un-symmetric hysteretic model was established for the steel beam bridge
Jian YIN
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Advanced Engineering Materials, EarlyView.Predicting extreme defects in additive manufacturing remains a key challenge limiting its structural reliability. This study proposes a statistical framework that integrates Extreme Value Theory with advanced process indicators to explore defect–process relationships and improve the estimation of critical defect sizes. The approach provides a basis for
Muhammad Muteeb Butt +8 more
wiley +1 more source
International Journal of Scientific Research in Civil EngineeringThis project aims that preparing complete structural strength of Steel design of frame. The analysis of a structural frame excitation is an essential step in the design of a structure to resist earthquake seismic response and wind simulation of steel frame is analyzed by the linear analysis approaches of Equivalent Static Lateral Force and Response ...
Pathak, Abhishek +2 more
openaire +3 more sources
The Behavior of Steel Bolted Beam-Column Connection under Blast Load [PDF]
Fayoum University Journal of EngineeringBeam-column connections are one of the most critical components of steel structures. They are responsible for transferring the loads from the beams to the columns, and ensuring that the structure remains stable and strong under all loading conditions ...
Fayza Zahran +3 more
doaj +1 more source