Flexural behavior of reinforced recycled concrete coarse aggregates rectangular beams with and without splice bars
Interest in using recycled concrete aggregate (RCA) as a partial or full replacement for natural coarse aggregate (NCA) in concrete production has increased significantly in recent years. This shift contributes to reducing landfill usage and conserving natural resources. This study presents an exper...
Saved in:
| Main Authors: | , , |
|---|---|
| Format: | Article |
| Language: | English |
| Published: |
Unviversity of Technology- Iraq
2025-05-01
|
| Series: | Engineering and Technology Journal |
| Subjects: | |
| Online Access: | https://etj.uotechnology.edu.iq/article_185440_da1d608afcc6e655b0df4131daa47923.pdf |
| Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
| _version_ | 1850243123145342976 |
|---|---|
| author | Muslim Attab Sarmad Abdulqader Makki Mohsen |
| author_facet | Muslim Attab Sarmad Abdulqader Makki Mohsen |
| author_sort | Muslim Attab |
| collection | DOAJ |
| description | Interest in using recycled concrete aggregate (RCA) as a partial or full replacement for natural coarse aggregate (NCA) in concrete production has increased significantly in recent years. This shift contributes to reducing landfill usage and conserving natural resources. This study presents an experimental investigation into the behavior of sixteen rectangular beams cast with varying RCA ratios to examine the effects on ultimate load capacity and concrete strain. The beams, each measuring 1600 mm in length, 170 mm in width, and 260 mm in height, were reinforced with two longitudinal 12 mm steel bars, and 8 mm stirrups spaced at 75 mm intervals. The beams were categorized into four groups, with each group consisting of four beams containing RCA at replacement levels of 0%, 25%, 50%, and 75%, respectively. Group one beams were cast without rebar splice lengths, while the remaining three groups incorporated splice lengths of 10, 20, and 30 times the bar diameter (db), respectively. The experimental results indicate that RCA has a marginal impact on the ultimate load capacity. Specifically, for beams with a splice length of 10 db, RCA replacement at 25%, 50%, and 75% led to ultimate load reductions of 3.19%, 6.53%, and 11.7%, respectively. For beams with a 20 db splice length, the reductions were slightly lower at 2.78%, 5.05%, and 9.99%, respectively. In contrast, for beams with a 30 db splice length, the reductions were almost identical to those observed in beams without any splice length, measuring at approximately 1.59%, 2.82%, and 6.64%, respectively. |
| format | Article |
| id | doaj-art-c0e5334cf95f42c98cac2d3eb2a8d763 |
| institution | OA Journals |
| issn | 1681-6900 2412-0758 |
| language | English |
| publishDate | 2025-05-01 |
| publisher | Unviversity of Technology- Iraq |
| record_format | Article |
| series | Engineering and Technology Journal |
| spelling | doaj-art-c0e5334cf95f42c98cac2d3eb2a8d7632025-08-20T02:00:06ZengUnviversity of Technology- IraqEngineering and Technology Journal1681-69002412-07582025-05-0143527028210.30684/etj.2024.153907.1823185440Flexural behavior of reinforced recycled concrete coarse aggregates rectangular beams with and without splice barsMuslim Attab0Sarmad Abdulqader1Makki Mohsen2Civil Engineering Dept., University of Technology-Iraq, Alsina’a street, 10066 Baghdad, Iraq.Civil Engineering Dept., University of Technology-Iraq, Alsina’a street, 10066 Baghdad, Iraq.Civil Engineering Dept., University of Technology-Iraq, Alsina’a street, 10066 Baghdad, Iraq.Interest in using recycled concrete aggregate (RCA) as a partial or full replacement for natural coarse aggregate (NCA) in concrete production has increased significantly in recent years. This shift contributes to reducing landfill usage and conserving natural resources. This study presents an experimental investigation into the behavior of sixteen rectangular beams cast with varying RCA ratios to examine the effects on ultimate load capacity and concrete strain. The beams, each measuring 1600 mm in length, 170 mm in width, and 260 mm in height, were reinforced with two longitudinal 12 mm steel bars, and 8 mm stirrups spaced at 75 mm intervals. The beams were categorized into four groups, with each group consisting of four beams containing RCA at replacement levels of 0%, 25%, 50%, and 75%, respectively. Group one beams were cast without rebar splice lengths, while the remaining three groups incorporated splice lengths of 10, 20, and 30 times the bar diameter (db), respectively. The experimental results indicate that RCA has a marginal impact on the ultimate load capacity. Specifically, for beams with a splice length of 10 db, RCA replacement at 25%, 50%, and 75% led to ultimate load reductions of 3.19%, 6.53%, and 11.7%, respectively. For beams with a 20 db splice length, the reductions were slightly lower at 2.78%, 5.05%, and 9.99%, respectively. In contrast, for beams with a 30 db splice length, the reductions were almost identical to those observed in beams without any splice length, measuring at approximately 1.59%, 2.82%, and 6.64%, respectively.https://etj.uotechnology.edu.iq/article_185440_da1d608afcc6e655b0df4131daa47923.pdfrecycled coarse aggregaterecycled concretesplice lengthconcrete strainflexural behavior |
| spellingShingle | Muslim Attab Sarmad Abdulqader Makki Mohsen Flexural behavior of reinforced recycled concrete coarse aggregates rectangular beams with and without splice bars Engineering and Technology Journal recycled coarse aggregate recycled concrete splice length concrete strain flexural behavior |
| title | Flexural behavior of reinforced recycled concrete coarse aggregates rectangular beams with and without splice bars |
| title_full | Flexural behavior of reinforced recycled concrete coarse aggregates rectangular beams with and without splice bars |
| title_fullStr | Flexural behavior of reinforced recycled concrete coarse aggregates rectangular beams with and without splice bars |
| title_full_unstemmed | Flexural behavior of reinforced recycled concrete coarse aggregates rectangular beams with and without splice bars |
| title_short | Flexural behavior of reinforced recycled concrete coarse aggregates rectangular beams with and without splice bars |
| title_sort | flexural behavior of reinforced recycled concrete coarse aggregates rectangular beams with and without splice bars |
| topic | recycled coarse aggregate recycled concrete splice length concrete strain flexural behavior |
| url | https://etj.uotechnology.edu.iq/article_185440_da1d608afcc6e655b0df4131daa47923.pdf |
| work_keys_str_mv | AT muslimattab flexuralbehaviorofreinforcedrecycledconcretecoarseaggregatesrectangularbeamswithandwithoutsplicebars AT sarmadabdulqader flexuralbehaviorofreinforcedrecycledconcretecoarseaggregatesrectangularbeamswithandwithoutsplicebars AT makkimohsen flexuralbehaviorofreinforcedrecycledconcretecoarseaggregatesrectangularbeamswithandwithoutsplicebars |