Please use this identifier to cite or link to this item:
|Title:||Buckling strength of slender circular tubular steel braces strengthened by CFRP|
Steel slender braces
|Source:||Gao, X.Y., Balendra, T., Koh, C.G. (2013-01). Buckling strength of slender circular tubular steel braces strengthened by CFRP. Engineering Structures 46 : 547-556. ScholarBank@NUS Repository. https://doi.org/10.1016/j.engstruct.2012.08.010|
|Abstract:||Although the application of carbon fibre reinforced polymer (CFRP) on strengthening of concrete structures have been reported widely, there are relatively few applications to steel structures, especially to tubular steel structures. In order to investigate the performance of circular tubular steel braces retrofitted with CFRP, long hot finished circular hollow steel braces (88.9. mm. ×. 4. mm) wrapped with CFRP sheets are tested to study the effects of CFRP on overall buckling behavior. Based on the experimental results, a numerical model has been developed to predict the axial load capacity, lateral and axial displacements accounting for the initial out-of-straightness, material and geometric nonlinearities. It is found that CFRP layers could increase both the strength and stiffness of the brace considerably. © 2012 Elsevier Ltd.|
|Source Title:||Engineering Structures|
|Appears in Collections:||Staff Publications|
Show full item record
Files in This Item:
There are no files associated with this item.
checked on Mar 8, 2018
WEB OF SCIENCETM
checked on Feb 7, 2018
checked on Mar 12, 2018
Items in DSpace are protected by copyright, with all rights reserved, unless otherwise indicated.