Get 20M+ Full-Text Papers For Less Than $1.50/day. Start a 14-Day Trial for You or Your Team.

Learn More →

Structural behavior of reinforced concrete incorporating glass waste as coarse aggregate

Structural behavior of reinforced concrete incorporating glass waste as coarse aggregate Most of the previous work related to using waste glass as aggregate in concrete focused on mechanical properties, so this investigation focused on the structural behavior of reinforced concrete (RC) beams incorporating waste glass as a partial replacement of aggregate. This research investigated the influence of waste glass as a replacement for coarse aggregate in the following percentages: 0% (reference), 25% and 50%, on the structural behavior of RC beams. This work uses six beams (cross-section 150 × 150 mm and span length of 900 mm). In addition to the effect of glass aggregate content on structural behavior, another parameter was considered, which is the effect of longitudinal steel reinforcement ratio (2Ø10 mm, ρ = 0.0083; 2Ø16 mm, ρ = 0.0222). The beams containing waste glass aggregate (WGA) showed a more ductile behavior and were less stiff compared to reference beams. Beams containing WGA showed good strength and satisfactory structural performance compared with the reference beam. http://www.deepdyve.com/assets/images/DeepDyve-Logo-lg.png Journal of Structural Integrity and Maintenance Taylor & Francis

Structural behavior of reinforced concrete incorporating glass waste as coarse aggregate

Download PDF

Structural behavior of reinforced concrete incorporating glass waste as coarse aggregate

Abstract

Most of the previous work related to using waste glass as aggregate in concrete focused on mechanical properties, so this investigation focused on the structural behavior of reinforced concrete (RC) beams incorporating waste glass as a partial replacement of aggregate. This research investigated the influence of waste glass as a replacement for coarse aggregate in the following percentages: 0% (reference), 25% and 50%, on the structural behavior of RC beams. This work uses six beams...
Loading next page...
 
/lp/taylor-francis/structural-behavior-of-reinforced-concrete-incorporating-glass-waste-KEPNeWL1dl
Publisher
Taylor & Francis
Copyright
© 2023 Korea Institute for Structural Maintenance and Inspection
ISSN
2470-5322
eISSN
2470-5314
DOI
10.1080/24705314.2023.2165470
Publisher site
See Article on Publisher Site

Abstract

Most of the previous work related to using waste glass as aggregate in concrete focused on mechanical properties, so this investigation focused on the structural behavior of reinforced concrete (RC) beams incorporating waste glass as a partial replacement of aggregate. This research investigated the influence of waste glass as a replacement for coarse aggregate in the following percentages: 0% (reference), 25% and 50%, on the structural behavior of RC beams. This work uses six beams (cross-section 150 × 150 mm and span length of 900 mm). In addition to the effect of glass aggregate content on structural behavior, another parameter was considered, which is the effect of longitudinal steel reinforcement ratio (2Ø10 mm, ρ = 0.0083; 2Ø16 mm, ρ = 0.0222). The beams containing waste glass aggregate (WGA) showed a more ductile behavior and were less stiff compared to reference beams. Beams containing WGA showed good strength and satisfactory structural performance compared with the reference beam.

Journal

Journal of Structural Integrity and Maintenance – Taylor & Francis

Published: Jan 2, 2023

Keywords: Waste glass aggregate; deflection; load; crack; mode of failure

References

  • Recycled glass as a partial replacement for fine aggregate in structural concrete – Effects on compressive strength
  • Use of selected waste materials in concrete mixes
  • Waste E-glass particles used in cementitious mixtures
  • Evaluation of the durability of concrete made with crushed glass aggregates
  • Improving mechanical properties of lightweight porcelanite aggregate concrete using different waste material
  • Flexural behavior of reinforced concrete beam incorporating waste glass powder
  • Pozzolanic properties of fine and coarse color- mixed glass cullet
  • Iraq Seismic Code for Concrete 304
  • Recycling of waste glass as a partial replacement for fine aggregate in concrete
  • Waste glass in the production of cement and concrete – a review
  • Waste glass as coarse aggregate for concrete
  • Effect of using windows waste glass as coarse aggregate on some properties of concrete
  • Flexural behaviour of reinforced concrete beams containing expanded glass as lightweight aggregates
  • Chemical behaviour of ground waste glass when used as partial cement replacement in mortars
  • The use of sheet glass powder as fine aggregate replacement in concrete
  • Effect of glass powder as partial replacement of cement on concrete strength and stress-strain relationship
  • Positive potential of partial replacement of fine aggregates by waste glass (<600 Micron) in concrete
  • Practical recycling applications of crushed waste glass in construction materials: A review
  • Mechanical properties, impact resistance and bond strength of green concrete incorporating waste glass powder and waste fine plastic aggregate
  • Partial replacement of coarse aggregate with waste glass in concrete prouduction
  • Studies on mechanical properties of concrete containing waste glass aggregate
  • Influence of a fine glass powder on the durability characteristics of concrete and its comparison to fly ash
  • Performance of glass powder as a pozzolanic material in concrete: A field trial on concrete slabs
  • Properties of concrete contains mixed colour waste recycled glass as sand and cement replacement
  • Properties of concrete containing waste glass
  • Mechanical properties, energy impact capacity and bond resistance of concrete incorporating waste glass powder
  • A study on the macro and micro properties of concrete with LCD glass
  • Reusing of glass wastes as powder as partial of cement in production of concrete