MOMENT-SHEAR INTERACTION OF HIGH-PERFORMANCE CONCRETE TWO WAY SLABS | ||||
| International Journal of Advances in Structural and Geotechnical Engineering | ||||
| Volume 05, Issue 04 - Serial Number 3092021, November 2021, Page 43-62 PDF (1.32 MB) | ||||
| Document Type: Original Article | ||||
| DOI: 10.21608/asge.2022.152830.1024 | ||||
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| Authors | ||||
Ahmed Baraghit  ; Tarek El-Shafey; Salah Taher; Emad El-Din Ogail
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| Structural Engineering Department, Faculty of Engineering, Tanta University, Egypt. | ||||
| Abstract | ||||
| Reinforced concrete buildings are frequently exposed to seismic loadings. This condition generates either uniaxial or biaxial unbalanced moment on slab-to-column connections. The design of such connections varies greatly between most international codes. This paper investigates the effect of the unbalanced moment on the punching shear strength of two-way interior slab-to-column connections. For this purpose, a nonlinear finite element analysis using ANSYS-V19.2 software package was performed. Thirteen High-Performance Concrete (HPC) slabs with different eccentricities were analyzed. During this context, a number of three large scale specimens made of HPC were firstly tested experimentally to validate the used model. The interaction diagram between the unbalanced moment and the punching shear strength was developed and then compared against those resulted by different international codes (ACI 318-19, CSA A23.3-04, EC2-04, BS8110-97, and ECP 203-2018). The results showed that by increasing the unbalanced moment, the punching shear strength is significantly decreased and the failed surface from the column face is pulled toward the column. Moreover, the normalized moment-shear relationship showed a linear interaction diagram. | ||||
| Keywords | ||||
| Slabs; Punching Shear; Unbalanced moment; High-performance concrete (HPC); International Codes | ||||
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