@article{oai:nagasaki-u.repo.nii.ac.jp:00004975,
 author = {玉井, 宏章 and 陣川, 晃司 and 御厨, 健太},
 issue = {86},
 journal = {長崎大学大学院工学研究科研究報告, Reports of Graduate School of Engineering, Nagasaki University},
 month = {Jan},
 note = {To enhance the usable life of existing building, a sterengthening method with bonding CFRP plates has been developed by authors. The CFRP plates is high-strength (2100MPa) in longitudinal normal stress. The composite of steel bonding CFRP may easily peel out under tensile loading because shear bonding stress is concentrated at the edge of CFRP Plates. In this paper, tensile loading tests of composite of steel bonding CFRP plates were performed to clarify effect on unbonded area near edge of CFRP. Also, F.E.M. was performed to investigate the effect on low stiffness adhesive area near edge of CFRP Plates. The results showed that to improve the yield strength as the effect on unbonded area near edge of CFRP. Also, it showed the possibility that use a low stiffness of the adhesive area near edge of CFRP can be improved than unbonded area near edge of CFRP., 長崎大学大学院工学研究科研究報告, 46(86), pp.15-22; 2016},
 pages = {15--22},
 title = {炭素繊維プレートと鋼との複合材の接着剤せん断耐力 その４　端部未接着処理の効果},
 volume = {46},
 year = {2016}
}