@article{oai:nagasaki-u.repo.nii.ac.jp:00005487,
 author = {玉井, 宏章 and 陣川, 晃司 and 中村, 憲一},
 issue = {83},
 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 = {Jul},
 note = {To enhance the usable life of existing building, a strengthening method with bonding CFRP Plates has been developed by authors. The CFRP Plates is high-strength (2100MPa) in longitudinal normal stress. The composite member of steel bonding CFRP Plates has enough bending strength when no bending moment works at the edge of CFRP Plates. 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 the shear bonding stress distribution and failure condition of adhesive. Also, analytical solution of shear stress distribution was presented. Strength improvement method for the composite was discussed through the test and analytical results., 長崎大学大学院工学研究科研究報告, 44(83), pp.21-27; 2014},
 pages = {21--27},
 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1 引張載荷試験},
 volume = {44},
 year = {2014}
}