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Failure conditions from push-out tests of a steel-concrete joint: experimental results
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SYSNO ASEP 0370073 Document Type J - Journal Article R&D Document Type Journal Article Subsidiary J Článek ve WOS Title Failure conditions from push-out tests of a steel-concrete joint: experimental results Author(s) Helincks, P. (BE)
De Corte, W. (BE)
Klusák, Jan (UFM-A) RID, ORCID
Seitl, Stanislav (UFM-A) RID, ORCID
Boel, V. (BE)
De Schutter, G. (BE)Number of authors 6 Source Title Key Engineering Materials - ISSN 1013-9826
488-489, - (2012), s. 714-717Number of pages 4 s. Action International Conference on Fracture and Damage Mechanics - FDM 2011 /10./ Event date 19.09.2011-21.09.2011 VEvent location Dubrovník Country HR - Croatia Event type EUR Language eng - English Country CH - Switzerland Keywords steel-concrete joint ; push-out test ; shear bond strength Subject RIV JL - Materials Fatigue, Friction Mechanics R&D Projects GAP108/10/2049 GA ČR - Czech Science Foundation (CSF) CEZ AV0Z20410507 - UFM-A (2005-2011) UT WOS 000306531200175 DOI 10.4028/www.scientific.net/KEM.488-489.714 Annotation Steel-concrete joints can suffer from premature fail due to inadequate shear bond between the two surfaces. In this paper the shear bond strength between steel and self-compacting concrete (SCC) without mechanical shear connectors is evaluated through push-out tests. The test samples consist of two sandblasted steel plates (10 and 6 mm) and a concrete core, with connection between steel and concrete obtained by a 2-component epoxy resin, gritted with granulates. During the tests, the ultimate shear force is recorded as well as the slip between steel and concrete. All test members exhibited a concrete - adhesive failure, and indicate nominal shear bond stresses between 2.20 and 4.22 MPa. In addition, a substantial difference in measured shear bond stresses is found between the 6 and 10 mm steel plates, indicating unwanted secondary effects with the 6 mm plates. During testing, maximum slip values between 0.02 and 0.05 mm are recorded. In addition to the experimental tests, shear stress distribution in the epoxy – concrete interface is examined by finite element analysis (FEA). In this way, a non-uniform stress distribution between steel and concrete is found with the maximum shear value about 2.5 times higher than the nominal shear stress value. The FEA combined with the experimental results provide a reasonable understanding of the shear induced failure conditions at a steel-concrete joint, and create test data for a fracture mechanics approach. Workplace Institute of Physics of Materials Contact Yvonna Šrámková, sramkova@ipm.cz, Tel.: 532 290 485 Year of Publishing 2012
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