| People | Locations | Statistics |
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| Naji, M. |
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| Motta, Antonella |
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| Aletan, Dirar |
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| Mohamed, Tarek |
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| Ertürk, Emre |
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| Taccardi, Nicola |
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| Kononenko, Denys |
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| Petrov, R. H. | Madrid |
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| Alshaaer, Mazen | Brussels |
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| Bih, L. |
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| Casati, R. |
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| Muller, Hermance |
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| Kočí, Jan | Prague |
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| Šuljagić, Marija |
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| Kalteremidou, Kalliopi-Artemi | Brussels |
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| Azam, Siraj |
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| Ospanova, Alyiya |
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| Blanpain, Bart |
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| Ali, M. A. |
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| Popa, V. |
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| Rančić, M. |
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| Ollier, Nadège |
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| Azevedo, Nuno Monteiro |
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| Landes, Michael |
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| Rignanese, Gian-Marco |
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Poologanathan, Keerthan
Northumbria University
in Cooperation with on an Cooperation-Score of 37%
Topics
Publications (70/70 displayed)
- 2023Web crippling behaviour of sigma sections under end two flange loading – Numerical investigationcitations
- 2023Design approach of shear strengthened masonrycitations
- 2022Shear performance of lightweight concrete filled hollow flange cold-formed steel beamscitations
- 2022Shear performance of lightweight concrete filled hollow flange cold-formed steel beamscitations
- 2022Prediction of shear capacity of steel channel sections using machine learning algorithmscitations
- 2022Prediction of shear capacity of steel channel sections using machine learning algorithmscitations
- 2022Prediction of shear capacity of steel channel sections using machine learning algorithmscitations
- 2022Web crippling design of channel beamscitations
- 2022Unified approach for the web crippling design of cold-formed channelscitations
- 2022Flexural Behaviour of Built-Up Beams Made of Optimised Sectionscitations
- 2022Flexural Behaviour of Built-up Beams Made of Optimised Sectionscitations
- 2022Experimental investigation of timber samples under triaxial compression conditionscitations
- 2022Integration of origami and deployable concept in volumetric modular unitscitations
- 2022Integration of origami and deployable concept in volumetric modular unitscitations
- 2021Shear behaviour of cold-formed stainless-steel beams with web openingscitations
- 2021Shear behaviour of cold-formed stainless-steel beams with web openings:Numerical studiescitations
- 2021Effect of Corner Strength Enhancement on Shear Behaviour of Stainless Steel Lipped Channel Sectionscitations
- 2021Effect of Polypropylene fibres on the Workability parameters of Extrudable Cementitious Materialcitations
- 2021Shear behaviour and design of doubly symmetric hollow flange beam with web openingscitations
- 2021Shear Capacity of Cold-Formed Stainless Steel Beam with Elliptical Web Openings: Numerical Analyses
- 2021Characteristics of CFRP Strengthened Masonry Wallettes under Concentric and Eccentric Compressioncitations
- 2020Elevated temperature thermal properties of carbon steels used in cold-formed light gauge steel frame systemscitations
- 2020Effect of polypropylene fibres on the workability parameters of extrudable cementitious materialscitations
- 2020Experimental study of roll-formed aluminium lipped channel beams in shearcitations
- 2020Numerical modelling and shear design rules of stainless steel lipped channel sectionscitations
- 2020Sustainable and Renewable Bio-Based Natural Fibres and Its Application for 3D Printed Concrete: A Reviewcitations
- 2019Numerical modeling and design of lipped channel beams subject to web crippling under one-flange load casescitations
- 2019Fire performance of steel and plasterboard sheathed non-load bearing LSF wallscitations
- 2019Axial compression strength of gypsum plasterboard and steel sheathed web-stiffened stud wallscitations
- 2019Finite Element Analyses of Cold‐formed Stainless Steel Beam with Web Openings in Shearcitations
- 2018Experimental shear study of rivet fastened rectangular hollow flange channel beams with web openingscitations
- 2018Design of SupaCee sections subject to web crippling under one-flange load casescitations
- 2018Flexural behaviour of hardwood and softwood beams with mechanically connected GFRP platescitations
- 2018Sensitivity of resistance of cold-formed steel tubular columns to elevated temperature mechanical properties
- 2018Fire performance of CFRP strengthened cold-formed steel tubular columnscitations
- 2017Numerical modelling of steel sheathed LSF walls under fire conditionscitations
- 2017Shear behaviour and design of Lipped Channel Beams with non-circular web openingscitations
- 2016Shear tests of rivet fastened rectangular hollow flange channel beamscitations
- 2016Shear tests of rivet fastened rectangular hollow flange channel beamscitations
- 2016Shear design rules for lipped channel beams with non-circular web openings
- 2015Improving the shear capacities of lipped channel beams with web openings using plate stiffenerscitations
- 2015Experimental investigation and design of lipped channel beams in shearcitations
- 2014Shear capacities of rivet fastened Rectangular Hollow Flange Channel Beams
- 2014Improved shear design rules for lipped channel beams with web openingscitations
- 2014Numerical modelling and design of lipped channel beams subject to shear
- 2014Direct strength method based design for hollow flange channel beams subject to web crippling
- 2014Experimental study of web crippling behaviour of hollow flange channel beams under two flange load casescitations
- 2013Shear strengths of lipped channel beams with stiffened web openings using numerical studies
- 2013Experimental studies of the shear behaviour and strength of lipped channel beams with web openingscitations
- 2013Shear capacity of lipped channel beams with web openings: design rules and improvements
- 2013Suitable stiffening systems for LiteSteel beams with web openings subjected to shearcitations
- 2013Experimental studies of the shear behavior and strength of LiteSteel beams with stiffened web openingscitations
- 2013Thermal performance of composite panels under fire conditions using numerical studies: Plasterboards, rockwool, glass fibre and cellulose insulationscitations
- 2013New design rules for the shear strength of LiteSteel beams with web openingscitations
- 2012Shear tests of lipped channel beams with stiffened web openings
- 2012Shear behaviour and strength of LiteSteel beams with web openingscitations
- 2012Shear strength of hollow flange channel beams with stiffened web openings
- 2012Shear tests of hollow flange channel beams with stiffened web openings
- 2012Numerical modelling of non-load-bearing light gauge cold-formed steel frame walls under fire conditionscitations
- 2012Thermal performance of non-load bearing LSF walls using numerical studies
- 2012Finite element analyses of lipped chanel beams with web openings in shear
- 2012Shear tests of lipped channel beams with web openingscitations
- 2011Shear strength and design of litesteel beams
- 2011Shear strength of litesteel beams with web openings
- 2011Numerical modeling of LiteSteel beams subject to shearcitations
- 2011New design rules for the shear strength of LiteSteel beamscitations
- 2010Experimental studies on the shear behaviour and strength of LiteSteel beamscitations
- 2010Shear tests of litesteel beams with web openings
- 2009Ultimate shear strength of litesteel beams
- 2009Experimental studies of the shear behaviour of LiteSteel beams
Places of action
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article
Shear behaviour of cold-formed stainless-steel beams with web openings
Abstract
<p>Cold-formed stainless-steel (CFSS) sections are increasingly popular for architectural and structural applications, especially in the corrosive environment due to its resistance to corrosion and other various benefits. The combination of stainless-steel material properties and the lightweight section properties makes the CFSS section the right choice for offshore steel structures. The demand for the stainless-steel sections in the construction industry is limited to a certain extent due to the higher cost; thus, the optimal use of stainless steel is vital. Openings to the web of CFSS Lipped Channel Beams (LCB) are introduced to facilitate the building services to reduce the floor height. Subsequently, the shear capacity is reduced due to the reduction of the web area. However, only very limited researches have been conducted so far to predict the reduced shear capacity of CFSS LCBs with circular web opening. Hence, this paper addresses a numerical study to investigate the shear behaviour and strength of cold-formed austenitic grade 1.4301 and duplex grade 1.4462 stainless steel LCB sections with unreinforced circular web openings. A detailed parametric study was carried out by developing 180 Finite Element Analyses (FEA) models to establish a wide-ranging shear strength database following the validation process with available shear test results. The analysis of the numerical results showed that the currently available reduction factor equations are either conservative or unsafe to use for the CFSS LCBs with circular openings. Hence, three sets of equations with different approaches to predict the shear capacity of CFSS LCBs with circular web opening are developed and presented in this paper.</p>