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Behavior of post-tensioned fiber concrete beams
المؤلفون المشاركون
al-Afandi, Tamir
al-Sharqawi, Husam al-Din Abd al-Azim
al-Ghandur, Abd al-Wahhab
Abd al-Rahman, Amr Ali
المصدر
Housing and Building National Research Center Journal
العدد
المجلد 9، العدد 3 (31 ديسمبر/كانون الأول 2013)، ص ص. 216-226، 11ص.
الناشر
المركز القومي لبحوث الإسكان و البناء
تاريخ النشر
2013-12-31
دولة النشر
مصر
عدد الصفحات
11
التخصصات الرئيسية
الموضوعات
الملخص EN
This paper presents an experimental and analytical study on the behavior of post-tensioned concrete beams with variable discontinuous fibers’ content.
Eleven half scale T-shaped post-tensioned simple beams were cast and tested in four points bending under the effect of a repeated load using a displacement control system up to failure.
The test parameters were the fibers’ type (steel and polypropylene) and content, as well as the prestressing ratio (partially or fully).
Key test results showed considerable enhancement in the crack distribution, crack width and spacing, concrete tensile strength and flexural stiffness in all beams with steel fibrous concrete.
The latter aspects were directly proportional to the steel fibers’ contents.
On the other hand, beams containing polypropylene fibers demonstrated a slight decrease in the flexural strength and a slight increase in flexural stiffness.
In addition, the tensile steel strains decreased in all fibrous concrete beams, with lowest values in steel fibrous concrete specimens when compared to those of the polypropylene fibers.
Furthermore, fibrous concrete beams also demonstrated enhanced ductility and energy absorption, which reached the highest values for steel fibrous concrete specimens.
Generally, it can be concluded that steel fibers proved to have higher structural efficiency than polypropylene fibers, when used in the tested specimens
نمط استشهاد جمعية علماء النفس الأمريكية (APA)
al-Sharqawi, Husam al-Din Abd al-Azim& al-Afandi, Tamir& al-Ghandur, Abd al-Wahhab& Abd al-Rahman, Amr Ali. 2013. Behavior of post-tensioned fiber concrete beams. Housing and Building National Research Center Journal،Vol. 9, no. 3, pp.216-226.
https://search.emarefa.net/detail/BIM-374652
نمط استشهاد الجمعية الأمريكية للغات الحديثة (MLA)
al-Sharqawi, Husam al-Din Abd al-Azim…[et al.]. Behavior of post-tensioned fiber concrete beams. Housing and Building National Research Center Journal Vol. 9, no. 3 (2013), pp.216-226.
https://search.emarefa.net/detail/BIM-374652
نمط استشهاد الجمعية الطبية الأمريكية (AMA)
al-Sharqawi, Husam al-Din Abd al-Azim& al-Afandi, Tamir& al-Ghandur, Abd al-Wahhab& Abd al-Rahman, Amr Ali. Behavior of post-tensioned fiber concrete beams. Housing and Building National Research Center Journal. 2013. Vol. 9, no. 3, pp.216-226.
https://search.emarefa.net/detail/BIM-374652
نوع البيانات
مقالات
لغة النص
الإنجليزية
الملاحظات
Includes bibliographical references : p. 226
رقم السجل
BIM-374652
قاعدة معامل التأثير والاستشهادات المرجعية العربي "ارسيف Arcif"
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