Effect of Clamping Force on the Strength of Bolted Joints in Pultruded GFRP Laminates

Kishima, Takeshi

doi:10.2472/jsms.56.999

Cited by 1 publication

(1 citation statement)

References 11 publications

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“…Sanding roughens the CFRP surfaces without decreasing CFRP strength. Sandpaper has a high friction coefficient that does not depend on the normal stress on the contact area, unlike the coefficient of high-friction sheets currently available for joints, such as rubber sheets (3) and adhesive tapes (4) . Measurements of the friction coefficients for these configurations are presented in Table 1, which shows that the insertion of sandpaper is the most effective method for increasing the friction coefficient.…”

Section: Surface Treatment and Sheet Insertionmentioning

confidence: 99%

A Fundamental Study on Static Strength Improvement of CFRP Bolted Joints by Increasing Friction Force

Katsumata

Mizutani

Todoroki

et al. 2010

JMMP

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The bolted joint is a common assembling method for carbon fiber reinforced plastic (CFRP) members. However, cracks or plastic deformation can occur around bolt holes of CFRP members even when employing low fastening forces. As a result, CFRP failure occurs around bolt holes because of bearing forces, and the strength of a CFRP joint is reduced. To address this problem, we change the configurations of washers and insert a thin sheet having a high friction coefficient between CFRP members. In friction coefficient measurements, the insertion of sandpaper was found to be the most suitable method for increasing friction forces at the interface between CFRP members. Three-dimensional finite element method analyses were conducted to investigate the effect of washer configurations in terms of the maximum allowable fastening force and the joint strength. From these analyses, the cone washer was found to be the most effective design for increasing the joint strength. In the full model analyses, the failure strengths of proposed CFRP bolted joints were higher than those of normal CFRP bolted joints. The verification tests for the proposed joint were conducted according to ASTM D5961. It was observed that the load at failure for the proposed bolted joint was about 45 % greater than that for the conventional joint.

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Section: Surface Treatment and Sheet Insertionmentioning

confidence: 99%