期刊论文详细信息
Polymers
CFRP-Strengthening and Long-Term Performance of Fatigue Critical Welds of a Steel Box Girder
Roland E. Koller1  Iwan Stoecklin2  Sebastian Valet1 
[1] Empa, Swiss Federal Laboratories for Materials Science and Technology, Laboratory for Mechanical Systems Engineering, Dübendorf CH-8600, Switzerland; E-Mails:;Carbo-Link AG, Fehraltorf CH-8320, Switzerland; E-Mail:
关键词: carbon fiber reinforced polymer;    epoxy;    bonding;    strengthening;    prestress;    welded steel;    fatigue;    reinforcement;    mean stress effect;   
DOI  :  10.3390/polym6020443
来源: mdpi
PDF
【 摘 要 】

Empa’s research efforts in the 1990s provided evidence that a considerable increase of the fatigue strength of welded aluminum beams can be achieved by externally bonding pultruded carbon fiber reinforced polymer (CFRP) laminates using rubber-toughened epoxies over the fatigue-weak welding zone on their tensile flange. The reinforcing effect obtained is determined by the stiffness of the unidirectional CFRP laminate which has twice the elastic modulus of aluminum. One can therefore easily follow that an unstressed CFRP laminate reinforcement of welded beams made of steel will not lead to a substantial increase in fatigue strength of the steel structure. This consideration led to the idea of prestressing an external reinforcement of the welded zone. The present investigation describes experimental studies to identify the adhesive system suitable for achieving high creep and fatigue strength of the prestressed CFRP patch. Experimental results (Wöhler-fields) of shear-lap-specimens and welded steel beams reinforced with prestressed CFRP laminates are presented. The paper concludes by presenting a field application, the reinforcement of a steel pendulum by adhesively bonded prestressed CFRP laminates to the tensile flanges of the welded box girder. Inspections carried out periodically on this structure revealed neither prestress losses nor crack initiation after nine years of service.

【 授权许可】

CC BY   
© 2014 by the authors; licensee MDPI, Basel, Switzerland.

【 预 览 】
附件列表
Files Size Format View
RO202003190029125ZK.pdf 1906KB PDF download
  文献评价指标  
  下载次数:16次 浏览次数:25次