The long-term evaluation of FRPs bonded to timber

Toufigh, Vahab; Yarigarravesh, Mahdireza; Mofid, Massood

doi:10.1007/s00107-018-1337-5

Cited by 10 publications

(2 citation statements)

References 32 publications

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“…5 Furthermore, environmental conditions are among the most critical factors affecting the bond strength of FRP-to-timber joints. Toufigh et al 1 evaluated the long-term effect of chemical solutions and ultraviolet radiation on the externally bonded FRP plates to timber with single-lap shear test.…”

Section: Introductionmentioning

confidence: 99%

“…Timber has been widely used as a construction material throughout history due to its relatively good ductility, durability, availability, sustainability, and low density. 1 However, high loads and harsh environments can deteriorate the timber structures. 2 Due to the historical importance of these structures and maintaining their safety, it is necessary to monitor their health regularly and, if necessary, repair and rehabilitate these structures.…”

Section: Introductionmentioning

confidence: 99%

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Ultrasonic evaluation for the detection of contact defects of the timber and fiber-reinforced polymer

Kami

Toufigh

2022

Structural Health Monitoring

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Fiber-reinforced polymer (FRP) composites have been used tremendously to repair and rehabilitate timber structures due to their formability, ease of use, and high specific strength. The bond quality between FRP and timber substrate is critical for complete composite action. In this paper, a comprehensive set of linear and nonlinear ultrasonic methods was performed to investigate the bond between carbon-FRP (CFRP) and timber. For this purpose, 126 specimens of reinforced timber were prepared. Two techniques were considered to bond CFRP and timber: (1) externally bonded reinforcement (EBR), and (2) externally bonded reinforcement on the groove (EBROG). The effect of the number of CFRP layers, adhesive types, the extent of artificial surface defects, and the depth of the groove were contemplated. By analyzing linear methods, differences in stiffness and modulus of elasticity of CFRP and timber led to velocity variation and attenuation phenomena. Higher-order harmonics were also used to investigate the nonlinear behavior of ultrasonic waves at the bond. The second harmonic generation detected surface damage at CFRP and timber bond. Single-lap shear tests were employed to determine the bond strength of CFRP and timber and evaluate the accuracy of the linear and nonlinear methods. Finally, using the linear and nonlinear features extracted from the ultrasonic response signals and available physical parameters, three artificial neural networks (ANNs) were developed to predict three important CFRP-to-timber bond characteristics quantitively: (1) to predict the groove depth, (2) to predict the volume of voids, and (3) to predict the CFRP-to-timber bond strength. The three proposed models achieved an average [Formula: see text] of 0.95, 0.96, and 0.92 in predicting the groove depth, voids volume, and bond strength, respectively.

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Section: Introductionmentioning

confidence: 99%

Section: Introductionmentioning

confidence: 99%