Ultimate Load Capacity of Composite Concrete-SteelDeck One Way Slab

المؤلفون

  • Mohammed M. Salman Civil Engineering Dept., College of Engineering, Al-Mustansiriya University, Baghdad, Iraq مؤلف
  • Waleed A. Waryosh Civil Engineering Dept., College of Engineering, Al-Mustansiriya University, Baghdad, Iraq مؤلف
  • Uday Habeeb Hashem Civil Engineering Department, College of Engineering, Al-Mustansiriya University, Baghdad, Iraq مؤلف

الكلمات المفتاحية:

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الملخص

Ultimate capacity of composite concrete-steel deck (a composite slab) is the topic of this study. A composite slab consists of two or more structural components of different materials. The main aim of using a composite slab is to make full use of the beneficial properties of different materials. The upper and lower components in a composite slab are usually connected together by shear connectors. The present study is concerned with the ultimate capacity of composite concrete-steel deck-one way slabs (composite slabs), the ultimate capacity of composite slabs with longitudinal bars and ultimate capacity of composite slabs with shear reinforcement. The study also includes the effect of using different spans of steel decks.The tested slabs are loaded to failure by means of two-point load tests. It is found that a composite slab with longitudinal bars (RLB) gives high Ultimate load capacity. The mean ratios of ultimate load capacity for the composite slabs with longitudinal bars (RLB) to reference slabs (RS) are (1.78) and (1.98) of slabs which have length equal to (1600mm) and (1300mm), respectively.

التنزيلات

Key Dates

منشور

2006-09-01

إصدار

مجلد 10 عدد 3 (2006): 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

Ultimate Load Capacity of Composite Concrete-SteelDeck One Way Slab. (2006). مجلة الهندسة والتنمية المستدامة, 10(3), 161-171. https://jeasd.uomustansiriyah.edu.iq/index.php/jeasd/article/view/1797

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