Results 41 to 50 of about 27,412 (279)
Buildings, 2023 Assembled steel-composite bridges generally use stud connectors to achieve the connection between the deck slab and the steel main girders. However, the commonly-used cluster studs weaken the integrity of the precast deck slabs and are not conducive to ...
Fengli Zhou +5 more
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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
Lateral resistance of mass timber shear wall connected by withdrawal-type connectors
Journal of Wood Science, 2021 In this study, the lateral resistances of mass timber shear walls were investigated for seismic design. The lateral resistances were predicted by kinematic models with mechanical properties of connectors, and compared with experimental data.
Sung-Jun Pang +3 more
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Shear Resistance Assessment of the Y-Type Perfobond Rib Shear Connector under Repeated Loadings
Applied Sciences, 2021 The steel–concrete composite structures consist of two different material parts, which are connected with reliable shear connectors to enable the combined action of the steel and concrete members.
Sang-Hyo Kim +3 more
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Failure Modes and Resistance of Perforated Steel Rib Shear Connectors under Uplift Forces
Advances in Civil Engineering, 2019 In recent years, there is a rapid increase in the application of perforated steel rib shear connectors in steel and concrete composite structures. The connectors must not only ensure shear transfer but also sufficient uplift resistance.
Xiaoqing Xu, Yuqing Liu
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Experimental and Parametric Study on the Pull-Out Resistance of a Notched Perfobond Shear Connector
Applied Sciences, 2019 To ease the installation of perforating rebars through multi-holes, an alternative notched perfobond shear connector was proposed by cutting out the hole edge.
Shuangjie Zheng +3 more
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EXPERIMENTAL STUDY ON SHEAR PERFORMANCE OF SHEAR-RING CONNECTOR
Journal of Structural and Construction Engineering (Transactions of AIJ), 2008 A composite member that thin steel plate was sandwiched between two cedar-glulam-timbers using shear-ring connectors and bolts was developed and equations for estimating the strength and buckling mode of the member were proposed. In this paper, shear test results of shear-ring connector are reported because the shear stiffness of the shear-ring ...
Hiroyasu SAKATA +4 more
openaire +2 more sources
Advanced Engineering Materials, EarlyView.This article presents a solver‐agnostic domain‐specific language (DSL) for computational structural mechanics that strengthens interoperability in virtual product development. Using a hierarchical data model, the DSL enables seamless exchange between diverse simulation tools and numerical methods.
Martin Rädel +3 more
wiley +1 more source
Effects of Carbon Nanoparticles on Triboelectro‐Induced Surface Defects
Advanced Engineering Materials, EarlyView.Carbon nanoparticles added to grease modify the electrocontact behavior. The synergy of particle concentration and electric current dominates the surface damage of metals in contact. Electrical surface damage caused by current leakage is a critical challenge in high‐performance applications such as electric vehicle (EV) drivetrains and wind turbine ...
Mohsen Tajedini +6 more
wiley +1 more source
Applied Sciences, 2019 In a steel-concrete composite beam (hereafter referred to as a composite beam), partial interaction between the concrete slab and the steel beam results in an appreciable increase in the beam deflections relative to full interaction behavior.
Xinggui Zeng +2 more
doaj +1 more source