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The effect of type of connection on the bearing capacity of bolted connections

Author: Faris Abbas Jawad Uraiyer
Journal: Journal of University of Babylon مجلة جامعة بابل ISSN: 19920652 23128135 Year: 2017 Volume: 25 Issue: 1 Pages: 338-345
Publisher: Babylon University جامعة بابل

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Abstract

In this paper sixteen specimens of single and double shear connections have been investigated. Specimens have been equally divided between the two types of connections . For both connections, all bolts have been positioned in parallel direction with applied loads .Steel plates of 4,6.8 mm have been used to configure both types of connections.The results indicated that the bearing capacities of double shear connections were higher than their peer of single shear connections.The deformations around holes werevery large in double shear connectionswhile they were a little in single shear connections.The common attribute between the two types of connections was the overestimation of theoretical values to experimental values but with different ratios.

تم دراسة ستة عشر نموذج لوصلات قص مفردة ومزدوجة في هذا البحث حيث تم تقسيم العددلكلا النوعين بالتساوي. لكلا النوعين من الوصلات تم وضع الثقوب بصوره موازية مع القوى المسلطة وقد تم استخدام ثلاث انواع من البليتات وهي بسمك 4 و 6و8 ملم لتشكيل كلا الوصلات . وقد اثبتت النتائج بان سعة التحمل لنماذج الوصلات القص المفردة كانت اقل من سعة التحمل للوصلات القصالمزدوجة وان التشوهات حول الفتحات كانت كبيرة بالوصلات المزدوجة وقليلة في الوصلات المنفردة

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