TY - JOUR
T1 - Influence of salt fog and ambient condition exposure on CFRP-to-steel bonded joints
AU - Yang, Yongming
AU - Zhao, Jun
AU - Zhang, Shishun
AU - Yang, Zhaohui
AU - Biscaia, Hugo
N1 - Funding Information:
The first author would like acknowledge the financially support by the National Natural Science Foundation of China (NSFC) with Grant No. 52008378. The second author would like acknowledge the financially support by the Program for Innovative Research Team of Education Ministry of China (IRT_16R67) and Thousand Talents Plan in Henan Province (ZYQR201912029). The last author would like to acknowledge also the support of Funda??o para a Ci?ncia e Tecnologia (FCT) for the partial funding of this work under the strategic project UIDB/EMS/00667/2020.
Funding Information:
The first author would like acknowledge the financially support by the National Natural Science Foundation of China (NSFC) with Grant No. 52008378. The second author would like acknowledge the financially support by the Program for Innovative Research Team of Education Ministry of China (IRT_16R67) and Thousand Talents Plan in Henan Province (ZYQR201912029). The last author would like to acknowledge also the support of Fundação para a Ciência e Tecnologia (FCT) for the partial funding of this work under the strategic project UIDB/EMS/00667/2020.
Publisher Copyright:
© 2021 Elsevier Ltd
PY - 2022/1/15
Y1 - 2022/1/15
N2 - In this paper, the influence of salt fog and ambient condition exposure on CFRP-to-steel bonded joints (CSJs) with a near end mechanical anchorage was studied. The tests of the CSJs were carried out with a monotonic loading history respectively with and without a near end mechanical anchorage both unaged and after being exposed to the ageing conditions. The results revealed failures in the adhesive for some CSJs with a near end mechanical anchorage, among which also exhibited the best bond performance both in aged and unaged specimens. Due to the high state of degradation after ageing exposure, local damage of the CFRP located at the gap position of the CSJs was induced by a torsion action during the fixation of the specimen in the tensile machine even prior to the testing, which caused, although locally, severe delamination of the CFRP of the aged CSJs. From the torsion test results, a decrease in the torsional capacity of the CFRP after aging revealed the degradation of the carbon fiber-to-matrix interface. Additional results reflected that a drop in the initial stiffness of the load vs. slip relationship can be observed, caused by a pre-crack with a length of 30 mm in the CSJs.
AB - In this paper, the influence of salt fog and ambient condition exposure on CFRP-to-steel bonded joints (CSJs) with a near end mechanical anchorage was studied. The tests of the CSJs were carried out with a monotonic loading history respectively with and without a near end mechanical anchorage both unaged and after being exposed to the ageing conditions. The results revealed failures in the adhesive for some CSJs with a near end mechanical anchorage, among which also exhibited the best bond performance both in aged and unaged specimens. Due to the high state of degradation after ageing exposure, local damage of the CFRP located at the gap position of the CSJs was induced by a torsion action during the fixation of the specimen in the tensile machine even prior to the testing, which caused, although locally, severe delamination of the CFRP of the aged CSJs. From the torsion test results, a decrease in the torsional capacity of the CFRP after aging revealed the degradation of the carbon fiber-to-matrix interface. Additional results reflected that a drop in the initial stiffness of the load vs. slip relationship can be observed, caused by a pre-crack with a length of 30 mm in the CSJs.
KW - Adhesively bonded joints
KW - CFRP
KW - Mechanical anchorage
KW - Salt fog exposure
KW - Steel structures
UR - http://www.scopus.com/inward/record.url?scp=85118335165&partnerID=8YFLogxK
U2 - 10.1016/j.compstruct.2021.114874
DO - 10.1016/j.compstruct.2021.114874
M3 - Article
AN - SCOPUS:85118335165
SN - 0263-8223
VL - 280
JO - Composite Structures
JF - Composite Structures
M1 - 114874
ER -