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| Ertürk, Emre |
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| Taccardi, Nicola |
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| Petrov, R. H. | Madrid |
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| Kočí, Jan | Prague |
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| Azevedo, Nuno Monteiro |
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Shamass, Rabee
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Topics
Publications (15/15 displayed)
- 2023Mechanical and GWP Assessment of Concrete Using Blast Furnace Slag, Silica Fume and Recycled Aggregatecitations
- 2022A Numerical Study of Shape Memory Alloy (SMA) Reinforced Beam Subjected to Seismic Loading
- 2022Mechanical Properties of Bamboo Core Sandwich Panels
- 2022Experimental investigation on the flexural behaviour of stainless steel reinforced concrete beamscitations
- 2022Structural performance of stainless steel reinforced concrete members: A reviewcitations
- 2021Application of Artificial Neural Networks for web-post shear resistance of cellular steel beamscitations
- 2021Ultimate behaviour and serviceability analysis of stainless steel reinforced concrete beamscitations
- 2021Impact of chopped basalt fibres on the mechanical proper- ties of concrete
- 2020Bond behaviour of austenitic stainless steel reinforced concretecitations
- 2020Experimental investigation into the flexural behaviour of basalt FRP reinforced concrete memberscitations
- 2019Analysis of concrete beams reinforced with stainless steel
- 2019Flexural analysis and design of stainless steel reinforced concrete beamscitations
- 2018Bending Moment Capacity of Stainless Steel-Concrete Composite Beams
- 2018Analysis of Stainless Steel-Concrete Composite Beamscitations
- 2017Behaviour of Composite Beams Made Using High Strength Steelcitations
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document
Bending Moment Capacity of Stainless Steel-Concrete Composite Beams
Abstract
Stainless steel is increasingly popular in construction owing to its corrosion resistance, excellent mechanical and physical properties as well as its aesthetic appearance. The current paper is concerned with the use of stainless steel in steel-concrete composite beams, which is a new application. Current design codes for steel-concrete composite beams neglect strain hardening in the steel. Whilst this is a reasonable assumption for carbon steel, stainless steel is a very ductile material which offers significant levels of strain hardening prior to failure. Therefore, when current design provisions are applied to stainless steel composite beams, the strength predictions are generally inaccurate. The current study presents a simplified analytical solution that takes into consideration the strain hardening of stainless steel when bending moment capacity is calculated. A finite element model is developed and validated against a number of experimental results for composite beams. The validated numerical model is then used to investigate the accuracy of the proposed analytical solution. It is concluded that simplified analytical solution is reliable and provides a straightforward design tool for practicing engineers who wish to specify this novel construction form in appropriate applications.