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العنوان
A Numerical Identification For New Parameters Influencing Bond Behavior /
المؤلف
Hamada, Taha Moussa Auf.
هيئة الاعداد
باحث / طة موسى عوف حمادة
مشرف / محمد العدوى ناصف
مشرف / يوسف ابيل
مشرف / احمد كمال عبد الخالق
مشرف / محمد حسن الغزولى
الموضوع
Civil engineering.
تاريخ النشر
1995.
عدد الصفحات
329 p. :
اللغة
الإنجليزية
الدرجة
الدكتوراه
التخصص
الهندسة المدنية والإنشائية
تاريخ الإجازة
1/1/1995
مكان الإجازة
جامعة قناة السويس - كلية الهندسة اسماعيلية - هندسة مدنية
الفهرس
Only 14 pages are availabe for public view

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Abstract

The behavior ana load carrying behavior of reinforced concrete structures is
influenced by the interaction between the concrete and reinforcement. The stress
transfer between reinforcement and concrete in the longitudinal direction of the bars is
called bond.
An essential feature of reinforced concrete is the bond between steel and
concrete. Anchorage of reinforcement depends on it, crack width and crack spacing are
mainly governed by it. So, stiffness, deformation and dynamic behavior are influenced
by it, and in reverse loading damping and energy dissipation are a function of bond. This
is one of the reasons why bond has been, and still is, a topic of fundamental and applied
research.
The quality of bond depends on the characteristics of the reinforcing bars
(particularly their surface, rib-geometry and diameter), the strength of the concrete, load
history and the stress normal to the surface of the bar.