Strengthening of RC beams defected in shear using external bonded ribs made of aluminum tube sandwich filled with strain hardening cementitious composites
Source abstract
Abstract
Installing Aluminum Tubes (ATs) filled with Strain Hardening Cementitious Composite (SHCC) on the sides of Reinforced Concrete (RC) beams for shear strengthening has not been studied before. These tests combine the advantages of aluminum material as a new construction material with the superiority of SHCC for shear treatment of RC beams. Additionally, this study is interesting because it provides a thorough assessment of the special composite system's ability to strengthen RC beams—a capability that hasn't been thoroughly investigated in the literature. With a particular emphasis on comprehending how various aluminum tube rib configurations—such as their orientation, length, and number—can affect the efficacy of the strengthening strategy, this investigation aims to evaluate the improvements in shear capacity, failure modes, and deformation behaviors . Conducted under a one-point loading scheme, the research analyzed eight strengthened RC beams alongside a reference beam to determine the impact of AT rib number and configuration on beam behavior under shear stress. Key findings indicate that diagonal AT ribs, optimally aligned with shear forces, significantly enhance shear strength by 19 %-48 %. This configuration effectively controls and limits the spread of shear cracks, with extended rib lengths halting crack propagation at varying extents—up to two-thirds of the shear span . Notably, vertical ribs demonstrated progressive increases in shear strength as the number of ribs increased, with enhancements of 18 %, 35 %, and 52 % for one, two, and three ribs, respectively. Furthermore, SHCC as a filler material played a pivotal role in these enhancements, leading to a 27 % increase in peak load capacity and a 54 % rise in deflection, compared to those without. One, two, and three vertical ribs showed increases in the ductility by 46 %, 143 %, and 222 %, respectively, while diagonal ribs exhibited the most substantial improvements, with one and two ribs increasing ductility by 158 % and 215 %, respectively.
Source: openalex_inverted_index · Quality: baseline
Research context
OpenAlex topics: Structural Behavior of Reinforced Concrete · Microbial Applications in Construction Materials · Innovative concrete reinforcement materials
SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.
References (46)
Show source-provided references
1. Shear performance and size effect of CFRP strengthened RC beams10.1016/j.ijmecsci.2024.109012 ↗
2. A review on the shear performance of reinforced concrete (RC) beams strengthened with externally bonded mortar-based composites10.1016/j.istruc.2023.105474 ↗
3. Past and present techniques of self-healing in cementitious materials: a critical review on efficiency of implemented treatments10.1016/j.jmrt.2020.04.053 ↗
4. Influence of FRP on the shear behaviour of RC rectangular beam elements10.1016/j.matpr.2022.05.258 ↗
5. Experimental investigation for shear strengthening of reinforced self-compacting concrete beams using different strengthening schemes10.1016/j.jmrt.2021.09.012 ↗
6. A. Gavade and K.K. Shinde, “Shear performance of reinforce concrete beams strengthened with various configurations of FRP system: A review,” 2023, p. 040006. doi: 10.1063/5.0130656.10.1063/5.0130656 ↗
7. Repair, retrofitting and rehabilitation techniques for strengthening of reinforced concrete beams - a review
8. Enhancing the shear capacity of rc beams with web openings in shear zones using pre-stressed Fe-SMA bars: numerical study10.3390/buildings13061505 ↗
9. Behavior of RC beams strengthened with strain hardening cementitious composites (SHCC) subjected to monotonic and repeated loads10.1016/j.engstruct.2017.02.049 ↗
10. Effectiveness of SHCC strips reinforced with glass fiber textile mesh layers for shear strengthening of RC beams: experimental and numerical assessments10.1016/j.conbuildmat.2022.127036 ↗
11. Nonlinear behavior of RC beams strengthened with strain hardening cementitious composites subjected to monotonic and cyclic loads10.1016/j.aej.2016.01.032 ↗
12. Flexural behavior of concrete-filled SHS and RHS aluminum alloy tubes strengthened with CFRP10.1016/j.compstruct.2020.111975 ↗
13. Flexural behavior of reinforced concrete beams strengthened with near-surface mounted 7075 aluminum alloy bars
14. On the axial bearing capability of construction steel tube considering the uniform corrosion effect
15. Second Edition
16. State-of-the-art of the research on corrosion resistance of aluminum alloy structures | 铝合金结构耐腐蚀性能研究现状简述
17. Feasibility of using aluminum alloy bars as near-surface mounted reinforcement for flexural strengthening of reinforced concrete beams10.1002/suco.201900361 ↗
18. Energy absorption characteristics for corroded circular aluminum tube
19. Axial compression performance of coral concrete-filled aluminum alloy tube (CCFAT) circular short columns10.1016/j.engstruct.2024.117552 ↗
20. Flexural behavior of novel marine concrete filled CFRP-aluminum alloy tube member10.1016/j.istruc.2024.106184 ↗
21. Numerical study on enhancing shear performance of RC beams with external aluminum alloy plates bonded using steel anchors10.1016/j.rineng.2024.102143 ↗
22. Enhancing shear strength of RC beams through externally bonded reinforcement with stainless-steel strips and FRCM jacket to mitigate the failure risk10.1016/j.rineng.2024.102246 ↗
23. Shear capacity investigation of RC concrete beams using self-prestressing Fe-based shape memory alloys strips10.1016/j.rineng.2023.101204 ↗
24. Shear and flexural strengthening of reinforced concrete beams with variable compressive strength values using externally bonded carbon fiber plates10.1016/j.rineng.2022.100427 ↗
25. Non-linear finite-element investigation of the parameters affecting externally-bonded FRP flexural-strengthened RC beams10.1016/j.rineng.2020.100168 ↗
26. The efficiency of CFRP strengthening and repair system on the flexural behavior of RC beams constructed with different concrete compressive strength10.1016/j.rineng.2022.100763 ↗
27. Experimental and numerical investigations on RC beams flexurally strengthened utilizing hybrid FRP sheets10.1016/j.rineng.2023.101337 ↗
28. Effectiveness of embedded through-section technique in strengthening reinforced concrete spandrel beams10.1016/j.rineng.2023.101062 ↗
29. Shear strengthening of RC beams using aluminum plates: an experimental work10.1016/j.conbuildmat.2019.06.068 ↗
30. Shear behavior of RC pile cap beams strengthened using ultra-high performance concrete reinforced with steel mesh fabric
31. Experimental and numerical analysis of the punching behavior of RC isolated footings
32. Flexural strengthening of RC beams using externally bonded aluminum plates: an experimental and numerical study
33. Flexural improvement of reinforced concrete beams strengthened with self-prestressing shape memory alloys10.1177/13694332231216302 ↗
34. Efficiency of self-prestressing Fe-based shape memory alloys on shear strengthening of high-strength RC beams: experimental and numerical investigation10.1016/j.istruc.2024.106317 ↗
35. Experimental and numerical investigations of the shear performance of reinforced concrete deep beams strengthened with hybrid SHCC-mesh
36. Flexural behavior of normal concrete circular beams strengthened using engineered cementitious composite and stainless steel tube
37. Shear strengthening of simply-supported deep beams with openings incorporating combined steel-reinforced engineered cementitious composites and externally bonded carbon fibre-reinforced polymer sheets
38. BS EN 12390-3:2019, “Testing hardened concrete - Compressive strength of test specimens,” BSI, 2019.
39. 2020
40. 2017
41. 2023
42. Kemapoxy 165, “https://www.cmbegypt.com/cmb/en/product/kemapoxy-165/,” CMB Group..
43. ACI Committee 318, “Building Code Requirements for Structural Concrete and Commentary (Reapproved 2022),” American Concrete Institute, 2022.
44. Behaviour of FRP strengthened concrete columns under eccentric compression loading10.1016/j.compstruct.2005.06.007 ↗
45. Experimental analysis of reinforced concrete shear deficient beams with circular web openings strengthened by CFRP composite10.1016/j.compstruct.2020.112561 ↗
46. Recommendations for design and construction of high performance fiber reinforced cement composite with multiple fine cracks (HPFRCC)