Behavior of RC flat plate with embedded bearing plate and shear connectors

مقدم أطروحة جامعية

al-Bayati, Jawad Kazim

مشرف أطروحة جامعية

Abd al-Amir, Jamal S.
al-Sarraf, Subayh Zaki

الجامعة

الجامعة التكنولوجية

الكلية

-

القسم الأكاديمي

قسم هندسة البناء و الإنشاءات

دولة الجامعة

العراق

الدرجة العلمية

دكتوراه

تاريخ الدرجة العلمية

2010

الملخص الإنجليزي

This study presents an experimental and numerical investigation on the influence of embedded spearhead reinforcement (steel plate) on the punching shear strength of reinforced concrete slabs.

Three groups of spearhead were used, first group (T) was made using a steel plate with T-section stiffeners, and the stiffeners were fabricated to be with two lines welded on the tension face of the plates.

A second group (H) was made using a steel plate with connectors ; the connectors were fabricated to be with hat shape welded on the tension face of the plates.

A third group (TH) is a combined of group (T) and group (H).

The main variables studied were the dimension, thickness, direction of steel plate and effect of stiffeners, shear connector (number and distribution) on punching shear behavior.

التخصصات الرئيسية

الهندسة المدنية

الموضوعات

• الخواص الميكانيكية

• APA
• MLA
• AMA

لغة النص

الإنجليزية

نوع البيانات

رسائل جامعية

رقم السجل

BIM-304953