Strengthening of timber structures with glued-in rods
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- 作者：René ; Steigera ; rene.steiger@empa.ch" class="auth_mail" title="E-mail the corresponding author ; ; Erik Serranob ; 1 ; erik.serrano@construction.lth.se" class="auth_mail" title="E-mail the corresponding author ; ; Mislav Stepinacc ; 2 ; mstepinac@grad.hr" class="auth_mail" title="E-mail the corresponding author ; ; Vlatka Raj膷i膰c ; 3 ; vrajcic@grad.hr" class="auth_mail" title="E-mail the corresponding author ; ; Caoimhe O&rsquo ; Neilld ; 4 ; coneill86@qub.ac.uk" class="auth_mail" title="E-mail the corresponding author ; ; Daniel McPolind ; 5 ; d.mcpolin@qub.ac.uk" class="auth_mail" title="E-mail the corresponding author ; ; Robert Widmanna ; 6 ; robert.widmann@empa.ch" class="auth_mail" title="E-mail the corresponding author ;
- 关键词：Reinforcement ; Steel rod ; FRP rod ; Design ; Application ; Adhesive ; Eurocode 5 ; Quality control ; Linear elastic fracture mechanics ; Non-linear elastic fracture mechanics
- 刊名：Construction and Building Materials
- 出版年：2015
- 出版时间：30 October 2015
- 年：2015
- 卷：97
- 期：Complete
- 页码：90-105
- 全文大小：2561 K
文摘
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Glued-in rods (GiR) connections/reinforcement to be regarded as systems.
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System parts: timber, rod, adhesive, geometry, setting procedure, quality control.
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Ductile failure modes in GiR to be preferred.
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Few technical approvals for specific products available.
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Limited number of design rules in actual and former design codes available.