Punching Capacity of UHPC Post Tensioned Flat Slabs with and Without Shear Reinforcement: An Experimental Study
نویسندگان
چکیده
Punching capacity is one of the main items in design both pre-stressed and non-pre-stressed flat slabs. All international codes include provisions to prevent this type failure. Unfortunately, there no code provision for UHPC yet, hence, aim research experimentally investigate impact column dimensions punching reinforcement on post-tensioned slabs compare results with codes’ evaluate its validity. The test program included five a compressive strength 120 MPa: as control sample, two study effect size, last reinforcement. Comparing showed that ACI-318 more accurate an average deviation about 5%, while EC2 conservative 20%. Besides that, reduces size wedge by increasing crack angle 28° instead 22° without Also, assure ductility stiffness are enhanced increased ratio. Doi: 10.28991/CEJ-2023-09-03-06 Full Text: PDF
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ژورنال
عنوان ژورنال: Civil Engineering Journal
سال: 2023
ISSN: ['2676-6957', '2476-3055']
DOI: https://doi.org/10.28991/cej-2023-09-03-06