Lateral distortional buckling in steel-concrete composite beams: A review

A Rossi, RS Nicoletti, ASC de Souza, CH Martins - Structures, 2020 - Elsevier
Steel-concrete composite beams, when requested by negative moment, can fail due to
Lateral Distortional Buckling (LDB), local buckling, by a combination of these stability modes …

Experimental investigation on composite beams under combined negative bending and torsional moments

W Lin - Advances in Structural Engineering, 2021 - journals.sagepub.com
In this study, straight composite steel-concrete beams were tested to investigate their
mechanical performance under combined negative bending and torsional moments. Two …

Influence of steel slag as partial replacement of coarse aggregate in the fibre reinforced concrete curved beam under static and impact load

P Bijalwan, K Senthil - Structures, 2024 - Elsevier
The investigation is focused on the utility of steel slag in the reinforced concrete beams
under static and impact loads through the experiment and simulations. The partial …

Refined nonlinear finite element modelling towards ultimate bending moment calculation for concrete composite beams under negative moment

WB Zhou, WJ Yan - Thin-Walled Structures, 2017 - Elsevier
In this study, a refined nonlinear finite-element (FE) model of steel-concrete composite beam
(SCCB) capable of accommodating various effects such as the initial geometric imperfection …

An experiment-based nonlinear model of shear force-slip relationship for perfobond strips in an unreinforced narrow joint with high-strength steel fiber mortar

MH Nguyen, HN Phan, VH Do, PN Huynh - Case Studies in Construction …, 2023 - Elsevier
Perfobond strips are widely utilized as shear connectors in composite structures or to join
precast concrete members. In the case of narrow dimension joints, high-strength steel fiber …

[HTML][HTML] Finite element modeling of steel concrete beam considering double composite action

AM Mahmoud - Ain Shams Engineering Journal, 2016 - Elsevier
Steel concrete composite construction has gained wide acceptance as an alternative to pure
steel or concrete construction. Ansys 11 computer program has been used to develop a …

Experimental and analytical study of ultrahigh-performance fiber-reinforced concrete curved beams

T **e, MS Mohamed Ali, M Elchalakani… - Journal of Structural …, 2020 - ascelibrary.org
This paper presents experimental and analytical investigations on the structural behavior of
horizontally curved ultrahigh-performance fiber-reinforced concrete (UHPFRC) beams …

Fatigue behavior of full-shear-connection steel–concrete composite continuous beams under high-cycle loading

Z Song, B Han, J Zhang, H **e, W Yan, W Li, J Yu - Structures, 2023 - Elsevier
Under cyclic loading, the mechanical performances of steel–concrete composite continuous
beams (SCCCBs) and steel–concrete composite simply supported beams are different. The …

Finite element analysis on inelastic mechanical behavior of composite beams strengthened with carbon-fiber-reinforced polymer laminates under negative moment

A Song, H Xu, Q Luo, S Wan - Frontiers in Materials, 2022 - frontiersin.org
This work studies the improvement in the inelastic mechanical property of steel-concrete
composite beams strengthened by carbon-fiber-reinforced polymer (CFRP) laminates under …

Nonlinear fiber modeling of steel-concrete partially composite beams with channel connectors

A Ozturk, E Baran, C Tort - KSCE Journal of Civil Engineering, 2019 - Elsevier
A simplified nonlinear fiber-based finite element model of steel-concrete partially composite
beams utilizing channel type mechanical shear connectors is developed in OpenSees …