Push–out Test of Timber Concrete Composite Construction
نویسندگان
چکیده
In this study, push – out test specimen is proposed to explore the behavior of shear connectors in timber–concrete composite beams. Since there are no standard shapes and dimensions for determining strength connectors, push–out specimens such as those used steel-concrete beams suggested study timber concrete Four tested. Two these with one connector per side. The other two load slip recorded during testing. results show that ultimate ranges from 24.9 kN 29.4 kN, an average value 26.9 kN. An equation determine connector. Good agreement achieved between theoretical experimental results. 0.98 obtained
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ژورنال
عنوان ژورنال: Ma?allat? al-handasat? wa-al-tikn?l??iy?
سال: 2022
ISSN: ['1681-6900', '2412-0758']
DOI: https://doi.org/10.30684/etj.v40i2.2175