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Structural Performance of Reinforced Cement Concrete Beam with Sawdust
Sawdust materials are important for several reasons. They are cheap, lightweight, and have high insulation properties. Some of this material is incorporated into the concrete as part of the cement binder phase and as gravel. Micro-cracks and defects in concrete are responsible for the low tensile strength of concrete. This study proposes the use of sawdust as a partial replacement for fine aggregate. By volume, the sawdust gradually replaced the sand with a replacement percentage that varied from 0% to 100%. Nine reinforced concrete beams with a cross-section of 90 mm × 150 mm × 1000 mm (width × depth × length) and different replacement percentages were cast and tested after 28 days. All concrete beams are supported, with two simple supports at the ends of the beam and a loading point at the center of the beam to apply load gradually using 100 kN load cells and transverse frames. The addition of sawdust results in a reduction in the flexural strength of concrete beams. The flexural reinforced concrete beam test results were compared to the design strength calculated using British Standards. According to the results of the study, both the compressive and tensile strength of concrete decreased as sawdust content increased. The weight of the sawdust concrete mixture decreased with increased sawdust content. When the replacement percentage of sand was between 5% and 20%, the sawdust concrete mixture showed good results for the structural performance of the reinforced concrete beam.
Structural Performance of Reinforced Cement Concrete Beam with Sawdust
Sawdust materials are important for several reasons. They are cheap, lightweight, and have high insulation properties. Some of this material is incorporated into the concrete as part of the cement binder phase and as gravel. Micro-cracks and defects in concrete are responsible for the low tensile strength of concrete. This study proposes the use of sawdust as a partial replacement for fine aggregate. By volume, the sawdust gradually replaced the sand with a replacement percentage that varied from 0% to 100%. Nine reinforced concrete beams with a cross-section of 90 mm × 150 mm × 1000 mm (width × depth × length) and different replacement percentages were cast and tested after 28 days. All concrete beams are supported, with two simple supports at the ends of the beam and a loading point at the center of the beam to apply load gradually using 100 kN load cells and transverse frames. The addition of sawdust results in a reduction in the flexural strength of concrete beams. The flexural reinforced concrete beam test results were compared to the design strength calculated using British Standards. According to the results of the study, both the compressive and tensile strength of concrete decreased as sawdust content increased. The weight of the sawdust concrete mixture decreased with increased sawdust content. When the replacement percentage of sand was between 5% and 20%, the sawdust concrete mixture showed good results for the structural performance of the reinforced concrete beam.
Structural Performance of Reinforced Cement Concrete Beam with Sawdust
Key Engineering Materials ; 913 ; 155-167
2022-04-18
13 pages
Article (Journal)
Electronic Resource
English
Engineering Index Backfile | 1943
| Engineering Index Backfile | 1927