期刊名称:Advances in Science and Technology Research Journal
印刷版ISSN:2080-4075
电子版ISSN:2299-8624
出版年度:2021
卷号:15
期号:4
页码:299-310
DOI:10.12913/22998624/142370
语种:English
出版社:Society of Polish Mechanical Engineers and Technicians
摘要:This paper reports the experimental results of a study investigating the eff ect of adhesive joint end shapes on the load-bearing capacity of carbon fi bre-reinforce polymer (CFRP) and steel bonded joints. In the study, samples with new proprietary types of CFRP strip ends were examined. All samples were subjected to tensile quasi-static loading with a load rate of 1.5 mm/min. A total of 60 samples with CFRP/steel single overlap joints were tested to determine their ultimate load-bearing capacity, eff ective bond length and failure modes for the above variables. 8 joint end shapes of normal CFRP modulus with three lengths of CFRP overlap and one CFRP cross section (20 x 1.4 mm) were used in this study. Laboratory test results showed that joint end shape has visible eff ect on the load capacity of the CFRP/steel bonded joints. The load-bearing capacity of the samples with a regular joint end was up to 28 % lower than that of the samples with a plan-shaped end and 30 % lower than that of the samples with a chamfered end with adhesive outfl ow. The diff erences in the results decreased with increase in joint end length towards the eff ective end length.
关键词:steel;carbon fi bre-reinforced polymer;overlap joint;bond end shape;load capacity;composite;adhesive joint