Hybrid Timber Concrete Composite Slab for Analysis of Lag Screw Embedment Connections
نویسندگان
چکیده
Push-out-shear tests were used in this study to analyze lag screw connections timber-concrete composite (TCC) slabs based on the embedment depth. The goal of research is look into relationship between shear capacity and depth TCC, as well investigate strength wood. Experiments carried out at different depths (5.08 cm, 7.0 8.9 cm). prepared samples examined order determine failure modes provide an accurate assessment influence TCC slabs. investigation wood was performed then for analysis crushing fibers, yielding strength, maximum load applied 6.6 cm cm. results indicate that 5.08 there apparent improvement (ED) terms while a significant difference observed suggests ED slab should be maintained around 7.33 times diameter screw.
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ژورنال
عنوان ژورنال: Advances in Civil Engineering
سال: 2022
ISSN: ['1687-8086', '1687-8094']
DOI: https://doi.org/10.1155/2022/5456804