Experimental and numerical assessment of the bond behaviour of laser-cut reinforcement

Reinforced concrete is a carbon-intensive technology, with concrete production contributing to 4%–8% of global CO 2 emissions, while steel production for reinforcement bars accounts for approximately 1.5% of global emissions. The use of concrete and steel in reinforced concrete can be minimized by optimizing the reinforcement layout and including reinforcing elements with variable cross-sections. This can be achieved through laser-cutting from steel sheet bespoke reinforcing elements that can then be assembled in optimized arrangements. However, a significant challenge in applying optimized laser-cut steel reinforcement is understanding the bond mechanisms between the reinforcement steel and the surrounding concrete to achieve composite behaviour. This study explores the bond behaviour of laser-cut reinforcement. A systematic experimental programme is designed to understand the effects of reinforcement geometry and surface treatment techniques on bond behaviour. Additionally, a numerical framework is developed to assess the mechanisms driving the transfer of bond stresses in the case of ribbed laser-cut reinforcement. The results indicate that incorporating ribs with appropriate spacing can increase the bond capacity by approximately six times in comparison to smooth laser-cut reinforcement, achieving a bond strength that falls between that of conventional smooth and ribbed rebars. The numerical results show that ribbed laser-cut reinforcement shares bond-stress transfer mechanisms with traditional ribbed rebars, with chemical adhesion and friction playing a significant role at low levels of slip, and mechanical interlocking dominating at higher slip levels. These findings have the potential to reduce material consumption through the use of optimized laser-cut steel reinforcement and provide a foundation for further optimizing the bond performance of laser-cut plates. • Ribbed laser-cut bars achieve bond strength between that of smooth & ribbed rebars. • A numerical framework is developed to assess the bond mechanisms of laser-cut bars. • Laser-cut reinforcement develops bond-stress mechanisms similar to those of ribbed rebars.

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Publication Details

Journal
Construction and Building Materials
Published
2024-09-26
DOI
https://doi.org/10.1016/j.conbuildmat.2024.137719
Primary Topic
Structural Behavior of Reinforced Concrete
Type
article
Field-Weighted Citation Impact
0.00

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article

Experimental and numerical assessment of the bond behaviour of laser-cut reinforcement

D.C. Allen, Giacomo Torelli, Matthew R. Gilbert, Meisam Takalloozadeh
Construction and Building Materials
Structural Behavior of Reinforced Concrete
article

Experimental and numerical assessment of the bond behaviour of laser-cut reinforcement

D.C. Allen, Giacomo Torelli, Matthew R. Gilbert, Meisam Takalloozadeh
article en

Abstract

Reinforced concrete is a carbon-intensive technology, with concrete production contributing to 4%–8% of global CO 2 emissions, while steel production for reinforcement bars accounts for approximately 1.5% of global emissions. The use of concrete and steel in reinforced concrete can be minimized by optimizing the reinforcement layout and including reinforcing elements with variable cross-sections. This can be achieved through laser-cutting from steel sheet bespoke reinforcing elements that can then be assembled in optimized arrangements. However, a significant challenge in applying optimized laser-cut steel reinforcement is understanding the bond mechanisms between the reinforcement steel and the surrounding concrete to achieve composite behaviour. This study explores the bond behaviour of laser-cut reinforcement. A systematic experimental programme is designed to understand the effects of reinforcement geometry and surface treatment techniques on bond behaviour. Additionally, a numerical framework is developed to assess the mechanisms driving the transfer of bond stresses in the case of ribbed laser-cut reinforcement. The results indicate that incorporating ribs with appropriate spacing can increase the bond capacity by approximately six times in comparison to smooth laser-cut reinforcement, achieving a bond strength that falls between that of conventional smooth and ribbed rebars. The numerical results show that ribbed laser-cut reinforcement shares bond-stress transfer mechanisms with traditional ribbed rebars, with chemical adhesion and friction playing a significant role at low levels of slip, and mechanical interlocking dominating at higher slip levels. These findings have the potential to reduce material consumption through the use of optimized laser-cut steel reinforcement and provide a foundation for further optimizing the bond performance of laser-cut plates. • Ribbed laser-cut bars achieve bond strength between that of smooth & ribbed rebars. • A numerical framework is developed to assess the bond mechanisms of laser-cut bars. • Laser-cut reinforcement develops bond-stress mechanisms similar to those of ribbed rebars.

Construction and Building MaterialsVol. 449
Shiraz University (IR), Advanced Manufacturing Research Centre (GB), University of Sheffield (GB)
Engineering and Physical Sciences Research Council
Openalex Percentile: Top 83%
Structural Behavior of Reinforced Concrete
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