Mechanics and Analysis of Advanced Materials and Structures

Yoshida, S.; Pappalettera, Giovanni

doi:10.3390/ma16052123

Cited by 1 publication

(2 citation statements)

References 12 publications

(12 reference statements)

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“…Numerous works point to the need to clarify the factors affecting the limits of modified beam models with more complex structural solutions. The research challenge is to take into account fasteners and interference in the construction of modified beams during the assembly stage of building structures [29,51].…”

Section: Comparison Of Experimental and Numerical Models Depending On...mentioning

confidence: 99%

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Fibre-Reinforced Polymers and Steel for the Reinforcement of Wooden Elements—Experimental and Numerical Analysis

et al. 2023

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These elements are innovative and of interest to many researchers for the reinforcement of wooden elements. For the reinforced beam elements, the effect of the reinforcement factor, FRP and steel elastic modulus or FRP and steel arrangement of the reinforcement on the performance of the flexural elements was determined, followed by reading the load-displacement diagram of the reinforced beam elements. The finite element model was then developed and verified with the experimental results, which was mainly related to the fact that the general theory took into account the typical tensile failure mode, which can be used to predict the flexural strength of reinforced timber beams. From the tests, it was determined that reinforced timber beam elements had relatively ductile flexural strengths up to brittle tension for unreinforced elements. As for the reinforcements of FRP, the highest increase in load-bearing capacity was for carbon mats at 52.47%, with a reinforcement grade of 0.43%, while the lowest was for glass mats at 16.62% with a reinforcement grade of 0.22%. Basalt bars achieved the highest stiffness, followed by glass mats. Taking into account all the reinforcements used, the highest stiffness was demonstrated by the tests of the effectiveness of the reinforcement using 3 mm thick steel plates. For this configuration with a reinforcement percentage of 10%, this increase in load capacity was 79.48% and stiffness was 31.08%. The difference between the experimental and numerical results was within 3.62–27.36%, respectively.

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Section: Comparison Of Experimental and Numerical Models Depending On...mentioning

confidence: 99%

“…Fibre-reinforced wood composites have found wide application in many industrial fields. They are particularly popular because of their lightweight, high strength, excellent corrosion resistance and fatigue resistance, studies show the high performance and advantages of FRP [29,30].…”

Section: Introductionmentioning

confidence: 99%