Evaluation of Double Shear-Joints for Timber Structures using Pultruded GRP Dowels, and Implications

Author: Drake, R D;Ansell, M P

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Evaluation of Double Shear-Joints for Timber Structures using Pultruded GRP Dowels, and Implications

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Author
Drake, R D;Ansell, M P
Date published
N/A
Price

Standard: £10 + VAT
Members/Subscribers: Free

The Structural Engineer
Author

Drake, R D;Ansell, M P

Citation

The Structural Engineer, Volume 78, Issue 12, 2000

Date published

N/A

Author

Drake, R D;Ansell, M P

Citation

The Structural Engineer, Volume 78, Issue 12, 2000

Price

Standard: £10 + VAT
Members/Subscribers: Free

Pultruded dowels offer an attractive alternative to steel in dowelled timber joints in terms of structural performance, cost, and aesthetic quality. The performance of pultruded rods has been compared with steel in a thick timber-to-steel joint and also in a thick timber-to-timber double shearjoint. EC5-type design equations cannot be applied to pultruded dowels, so the design load to failure has been predicted using modified versions of these equations. Cross-breaking guillotine shear strength values have been used instead of ultimate fastener strength values with some success. Overall, pultruded dowels offer a very satisfactory alternative to steel dowels in embedment conditions where structural ductility is vital.

R.D. Drake and M.P. Ansell

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The Institution of Structural Engineers

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Issue 12

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