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العنوان
Design of Hollow Section Using AISC and Eurocode 3‎ \
المؤلف
Ibrahim, Omar Tawfik Ahmed.
هيئة الاعداد
باحث / عمر توفيق احمد ابراهيم
omar_09990@live.com
مشرف / حسام فهمى غانم
hosmghane@yahoo.com
مشرف / احمد شامل فهمى
KSHFAHMY@link.net
مناقش / محمد ابراهيم النجار
elnaggarconsultants@yahoo.com
مناقش / محمد عبد الفتاح ديوان
mohameddiwan@hotmail.com
الموضوع
Structural Engineering‎.
تاريخ النشر
2015.
عدد الصفحات
90 p. :
اللغة
الإنجليزية
الدرجة
ماجستير
التخصص
الهندسة المدنية والإنشائية
تاريخ الإجازة
1/5/2015
مكان الإجازة
جامعة الاسكندريه - كلية الهندسة - الهندسة الانشائية
الفهرس
Only 14 pages are availabe for public view

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Abstract

There are a lot of applications of hollow tubular members as structural elements from nature. Many ‎examples in nature show not only the use of a hollow cylinder to transmit a fluid, but also the excellent ‎properties of the tubular shape with regard to loading in compression, torsion and bending in all directions. ‎These advantages were quickly understood by our ancestors, when in their hands the bamboo pole became ‎a light building component as well as a pipe for the supply of drinking water or for irrigation.‎
During the development of steel production and the manufacture of classical hot-rolled open sections such ‎as I-, L- and U-profiles, the first methods for the fabrication of tubes or circular hollow sections were ‎developed in the nineteenth century. The production of rectangular hollow sections was not started, ‎however, until 1952 (by Stewarts & Lloyds in the United Kingdom)‎
Circular shaped tubes are made either from a solid lump of steel, producing seamless tubes, or from a flat ‎strip, giving welded tubes. There is no fundamental difference between the production process for a circular ‎section tube intended for use as a pipe and that for a similar hollow section intended for a structural use.‎
The so-called ”form” tubes - square, rectangular, hexagonal or octagonal - are obtained by deforming, either ‎hot or cold, a round tube as a blank. The circular blank tube is passed through forming roll cages working ‎continuously and outwards only. This process gives the blank, usually after passing over several sets of rolls, ‎the required shape, which is normally square and rectangular.‎
The selection of a particular profile in a steel structure is governed by many factors. It involves a comparison ‎of the pros and cons with regard to mechanical properties, unit material costs and the costs of fabrication, ‎erection and maintenance. The experiences of architects, designers and fabricators also affect the choice. It ‎is therefore very important that those involved should understand the behavior of hollow sections and their ‎connections.‎