The behaviour of the shackled joints betwixt carbon-texture-reinforced polymer (CFRP) composite strips and steel plates has happened analyzed in this place paper. For a better understanding of the structural reaction, single lap cheap hangouts (SLJs) have been used, being intoxicated in axial pressure. First, the behaviour has been examined experimentally, by fitting 34 specimens accompanying various types of composite strips, types of adhesvies and bonding thicknesses. Based on the results of the exploratory program, the failure systems were classified and the load-dislocation curves were plotted. The fundamental response has again been studied by resolving the strain distribution ahead the bond length at various load stages and by plotting the cut stress-displacement (slip) curves and the stress-strain distributions in the CFRP strips. For a better validation of the exploratory results, numerical simulations have existed done, established a 3D finite item method (FEM) reasoning. The results were considered consistent, being in good arrangement with the exploratory ones.
Author(s) Details:
Vlad Lupasteanu,
Faculty
of Civil Engineering and Building Services, “Gheorghe Asachi” Technical
University of Iasi, 43 Mangeron Blvd., 700050 Iasi, Romania.
Dragos
Ungureanu,
Faculty
of Civil Engineering and Building Services, “Gheorghe Asachi” Technical
University of Iasi, 43 Mangeron Blvd., 700050 Iasi, Romania
Nicolae Taranu,
Faculty of Civil Engineering and Building Services, “Gheorghe
Asachi” Technical University of Iasi, 43 Mangeron Blvd., 700050 Iasi, Romania
and The Academy of Romanian Scientists, 54 Splaiul Independentei, Sector 5,
050094 Bucuresti, Romania.
Radu Lupasteanu,
Faculty of Civil Engineering and Building Services, “Gheorghe
Asachi” Technical University of Iasi, 43 Mangeron Blvd., 700050 Iasi, Romania.
Please see the link here: https://stm.bookpi.org/TAIER-V7/article/view/9116
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