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رسائل ماجيستير الانجليزية 2018 0006ad7b-d57e-4b8e-b57c-840a246d7db6

Strengthening of reinforced concrete corbels using pretensioned anchor rods

Zohair Amin Abdallah, Elie G. Hantouche, Muhamad Harajli

كلية مارون سمعان للهندسة والعمارة-الجامعة الأمريكية في بيروت · لبنان

الموضوعات

علوم تطبيقية وتكنولوجية

الملخص

Reinforced concrete (RC) corbels are defined as short cantilever members with span-to-depth ratio (a-d) less than one. They are typically used as supports for precast beams or indoor cranes. Strengthening those corbels might be needed due to aging, deterioration, or a change of the load demand on the structure. Several options are available for strengthening RC corbels including: RC jacketing, wrapping FRP sheets, steel plates, or adding pre-tensioned or passive anchor rods. This study aims at investigating the behavior of reinforced concrete (RC) corbels strengthened using pre-tensioned anchor rods. A total of ten as-built and strengthened corbels specimens were tested under monotonic loading up to failure. The test parameters included: (1) span to depth ratio of the corbel (a-d), (2) concrete compressive strength (f’c), (3) number of pre-tensioned rods, (4) and location of pre-tensioned rods. The results showed that strengthened corbels had significant strength improvement with a delay in crack formation and propagation. The increase in corbel’s strength was dependent on the aforementioned parameters. It was higher for corbels with higher concrete strength and lower span-to-depth ratio a-d. The results of the experimental tests conducted in this study in addition to ones available in the literature are compared against existing strength prediction models. The change in the failure mode with the increase in the pre-tensioning force is analyzed and correlated with the predicted governing mode. After comparing and analyzing the experimental results, modified strength prediction models are suggested for strengthening RC corbels with pre-tensioned anchor rods.

التعريف والنوع

رقم الوثيقة
0006ad7b-d57e-4b8e-b57c-840a246d7db6
رقم العقد
0
نوع الوسائط
Crawler
نوع المحتوى
الرسائل العلمية
صيغة المصدر
رسائل ماجيستير
نوع الملف
pdf text
أسماء الملفات
1632267_1.pdf

بيانات النشر

ألقاب المؤلفين
[{"name_ar":" Zohair Amin Abdallah","title_ar":"اعداد","title_en":"Preparation"},{"name_ar":"Elie G. Hantouche","title_ar":"اشراف","title_en":"Supervision"},{"name_ar":"Muhamad Harajli","title_ar":"اشراف","title_en":"Supervision"}]
اللغة
English

المصدر والدورية

اسم المصدر
Strengthening of reinforced concrete corbels using pretensioned anchor rods

المحتوى والصفحات

عدد الصفحات
0
كلمات الباحثين
Prestressed concrete construction. Post-tensioned prestressed concrete construction. Reinforced concrete. Corbels. Structural engineering. Structural design.

إشراف وإعداد

الإشراف
Elie G. Hantouche, Muhamad Harajli
الإعداد
Zohair Amin Abdallah

الاقتباسات الببليوغرافية

APA

Zohair Amin Abdallah،Elie G. Hantouche و Muhamad Harajli. (2018). Strengthening of reinforced concrete corbels using pretensioned anchor rods. أطروحة(رسائل ماجيستير). كلية مارون سمعان للهندسة والعمارة-الجامعة الأمريكية في بيروت. لبنان.

MLA

Zohair Amin Abdallah،Elie G. Hantouche و Muhamad Harajli. Strengthening of reinforced concrete corbels using pretensioned anchor rods. 2018. كلية مارون سمعان للهندسة والعمارة-الجامعة الأمريكية في بيروت، رسائل ماجيستير.