Experimental Study of Flat Plate Construction with Special Embedded Shearhead

المؤلفون

  • Jamal S. Al-Abasei Civil Engineering Dept., College of Engineering, Al-Mustansiriya University, Baghdad, Iraq مؤلف
  • Amer Najim Abbas Civil Engineering Dept., College of Engineering, Al-Mustansiriya University, Baghdad, Iraq مؤلف
  • Hassan Ihsan Qassem Civil Engineering Dept., College of Engineering, Al-Mustansiriya University, Baghdad, Iraq مؤلف

الكلمات المفتاحية:

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الملخص

The objectives of this investigation are to study the efficiency of different shapes of steel plate embedded in flat plate slabs as shearhead reinforcement. The effects of the shear reinforcement (steel plate) on the cracking load, ultimate load and ductility are examined.
Fourteen test slabs were prepared in this study. The models simulate the region of negative bending moment around an internal column supporting a flat plate roof. Two specimens were cast without punching shear reinforcement and twelve specimens were cast with different shapes of steel plate as punching shear reinforcement. The test loads were applied incrementally till the ultimate carrying capacity was reached. Deformations, crack patterns and ultimate loads were recorded

التنزيلات

Key Dates

منشور

2007-12-01

إصدار

مجلد 11 عدد 3 (2007): Journal of Engineering and Development

القسم

Articles

الرخصة

Creative Commons License

هذا العمل مرخص بموجب Creative Commons Attribution 4.0 International License.

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Creative Commons-Attribution (BY)

كيفية الاقتباس

Experimental Study of Flat Plate Construction with Special Embedded Shearhead. (2007). مجلة الهندسة والتنمية المستدامة, 11(3), 95-107. https://jeasd.uomustansiriyah.edu.iq/index.php/jeasd/article/view/1746