Influence of NSM reinforcement with steel bars and different adhesives on the bending behavior of paricá LVL beams
Source abstract
Abstract
Although Near Surface Mounted (NSM) reinforcement has been widely investigated for timber structures, there is still a scarcity of scientific studies addressing the strengthening of paricá laminated veneer lumber (LVL). Therefore, this study evaluated the influence of NSM reinforcement on the apparent density, maximum bending moment, and stiffness of paricá LVL through experimental tests conducted on unreinforced beams and on beams reinforced in the central region with one steel bar (compression zone) or two steel bars (compression and tension zones), bonded with epoxy (EPX) and castor-oil-based polyurethane (PUR) adhesives. The experimental results for maximum bending moment were compared with numerical simulations based on the finite element method and with analytical predictions obtained using the transformed-section method. The results demonstrated that NSM reinforcement increased apparent density and improved the bending performance of all reinforced configurations, with the most significant gains observed for beams reinforced with two steel bars bonded with epoxy adhesive, which achieved a 28.45% increase in maximum bending moment compared with the Control series. The use of two reinforcement bars was more effective than a single-bar configuration. The PUR adhesive showed lower mechanical performance and greater variability, particularly in the PUR-1R series, which exhibited no significant improvement in bending capacity. In contrast, EPX-bonded specimens exhibited superior mechanical performance and more uniform behavior. Numerical simulations adequately reproduced the experimental behavior and highlighted the stress redistribution promoted by the reinforcement, while the analytical method overestimated the maximum bending moment. Overall, the results confirm the potential of NSM reinforcement for paricá LVL beams and highlight the significant influence of reinforcement configuration and adhesive type.
Source: openalex_inverted_index · Quality: baseline
Research context
OpenAlex topics: Structural Behavior of Reinforced Concrete · Natural Fiber Reinforced Composites · Innovative concrete reinforcement materials
SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.
References (44)
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1. Vegetative propagation of Schizolobium parahyba var. amazonicum (paricá) using field grafting and mound layering techniques
2. Physical and mechanical properties of juvenile Schizolobium amazonicum wood
3. Caracterização tecnológica de painéis engenheirados produzidos com madeira de paricá
4. Avaliação das propriedades físicas e mecânicas da madeira de paricá (Schizolobium amazonicum) utilizada na indústria de compensados no Estado do Maranhão
5. Bond behaviour and thermal stability of flax/glass hybrid fibre reinforced polymer–timber structures connected by polyurethane10.1016/j.conbuildmat.2022.126456 ↗
6. Experimental investigation on strength and stiffness properties of laminated Veneer Lumber (LVL)10.3390/ma16227194 ↗
7. Caracterização física e mecânica de painéis LVL de paricá (Schizolobium parahyba var. amazonicum (Huber x Ducke)) colados com ureia-formaldeído
8. Experimental and theoretical investigation of the structural behavior of reinforced glulam wooden members by NSM steel bars and shear reinforcement CFRP sheet10.1515/eng-2022-0481 ↗
9. Investigation of flexural behaviour of structural timber beams strengthened with NSM basalt and glass FRP bars10.1016/j.istruc.2021.04.044 ↗
10. Review on bond properties between wood and fiber reinforced polymer10.32604/jrm.2020.012488 ↗
11. Adhesive choice for near-surface-mounted reinforcement of wooden beams in historical buildings10.1617/s11527-025-02700-2 ↗
12. Behaviour of strengthened timber beams using near surface mounted basalt fibre reinforced polymer (BFRP) rebars10.5267/j.esm.2018.7.001 ↗
13. Experimental and analytical investigations on the flexural behavior of bamboo beams strengthened with steel bars10.1177/13694332211026230 ↗
14. Mechanical performance of glued-laminated timber beams symmetrically reinforced with steel bars10.1016/j.compstruct.2016.05.016 ↗
15. Strengthening of bent LVL beams with near-surface mounted (NSM) FRP reinforcement10.3390/ma13102350 ↗
16. Bending performance of laminated veneer lumber timber beams strengthened in the compression side with near-surface mounted CFRP plates
17. Experimental performance of threaded steel glued into laminated bamboo10.1016/j.conbuildmat.2020.118780 ↗
18. Multi-Span composite timber beams with rational steel reinforcements10.3390/buildings11020046 ↗
19. Reinforcement of timber beams with steel bars: parametric analysis using the finite element method10.3390/buildings12071036 ↗
20. Advancements in timber–steel hybridisation: a review on techniques, applications, and structural performances10.3390/buildings15132252 ↗
21. Adhesively bonded connections in the context of timber engineering – a review10.1080/00218464.2015.1071255 ↗
22. Castor oil-based adhesives: a comprehensive review10.1016/j.indcrop.2023.117924 ↗
23. Use of castor oil-based polyurethane adhesive in the production of glued laminated timber beams10.1590/S1516-14392006000300008 ↗
24. Cisalhamento na linha de cola de Eucalyptus sp. colado com diferentes adesivos e diferentes gramaturas10.1590/2179-8087.077114 ↗
25. Viabilidade do uso de madeira clonal de Eucalyptus urophylla de rápido crescimento para produção de madeira lamelada colada (MLC) com adesivo poliuretano à base de mamona
26. Effectiveness of timber beam strengthening with the near-surface-mounted technique10.1016/j.istruc.2025.108502 ↗
27. Numerical and theoretical analyses of laminated veneer lumber beams strengthened with fiber-reinforced polymer sheets10.3390/app14156448 ↗
28. Application of transformed cross-section method for analytical analysis of laminated veneer lumber beams strengthened with composite materials10.3390/fib11030024 ↗
29. Numerical analysis of glulam beams reinforced with CFRP plates10.3846/13923730.2017.1341953 ↗
30. Flexural behavior of FRP and steel reinforced glulam beams: experimental and theoretical evaluation10.1016/j.conbuildmat.2015.12.135 ↗
31. 2022
32. 2022
33. 2024
34. Barras de aço coladas em madeira compensada e LVL de paricá
35. Relações entre propriedades de rigidez para distintas solicitações mecânicas visando projetos de estruturas de madeira10.1590/s1678-86212020000200385 ↗
36. Numerical evaluation of the influence of using carbon-fiber-reinforced polymer rebars as shear connectors for cross-laminated timber–concrete panels10.3390/buildings14072178 ↗
37. Prestressed glulam timbers reinforced with steel bar10.1016/j.conbuildmat.2011.11.016 ↗
38. A theory of the yielding and plastic flow of anisotropic metals
39. Análise de vigas de madeira reforçadas com barras de FRP pela técnica NSM
40. Influence of veneer thickness on the properties of LVL from Paricá (Schizolobium amazonicum) plantation trees10.1007/s00107-013-0770-8 ↗
41. Effects of grading of veneers on properties of LVL made from Schizolobium amazonicum Huber ex10.1007/s00107-015-0939-4 ↗
42. Rigid polyurethane foams from commercial castor oil resins10.1016/j.polymertesting.2024.108457 ↗
43. Beer · 2012 · vol. 6
44. Shear and longitudinal modulus of elasticity in wood: relations based on static bending tests10.4025/actascitechnol.v39i4.30512 ↗