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Finite element modeling of high strength self-compacting concrete t-beams under flexural load reinforced by ARFP
المؤلفون المشاركون
Ihsan, Muhammad Ali
Yasin, Sinan Abd al-Khaliq
المصدر
ZANCO Journal of Pure and Applied Sciences
العدد
المجلد 32، العدد 6 (31 ديسمبر/كانون الأول 2020)، ص ص. 176-184، 9ص.
الناشر
جامعة صلاح الدين قسم النشر العلمي
تاريخ النشر
2020-12-31
دولة النشر
العراق
عدد الصفحات
9
التخصصات الرئيسية
العلوم الطبيعية والحياتية (متداخلة التخصصات)
الملخص EN
A finite element models were constructed for comparison self-compacted concrete (SCC) T-beams to study a behavior change of these that reinforced with aramid fiber reinforced polymer (AFRP) and steel bars when compared with experimental data.
Nine T-beam specimens reinforced with ARFP and three beams reinforced with steel bars were modeled and analyzed.
The key variables were different high strength self-compacted concrete compressive strength, different ratios of AFRP and conventional steel bars for comparison.
The comparison for output of flexural strain, load-deflection relationship and crack propagation are taken into consideration.
The FE models by using (ANSYS) software show good agreement with the experimental data from previous study by (Yaseen, 2020).
The numbers of cracks were reduced in all FE models while the final crack spacing was smaller than experimental samples by maintain the final deflection.
Beams reinforced steel bars show better load capacity than those reinforced by AFRP.
The FE models were stiffer than the experimental beams.
The overall trend of analytical and experimental beam capacity vs reinforcement ratio, shows that the ANSYS response was conservative compared with experimental data of SCC AFRP reinforced beams.
نمط استشهاد جمعية علماء النفس الأمريكية (APA)
Yasin, Sinan Abd al-Khaliq& Ihsan, Muhammad Ali. 2020. Finite element modeling of high strength self-compacting concrete t-beams under flexural load reinforced by ARFP. ZANCO Journal of Pure and Applied Sciences،Vol. 32, no. 6, pp.176-184.
https://search.emarefa.net/detail/BIM-1385709
نمط استشهاد الجمعية الأمريكية للغات الحديثة (MLA)
Yasin, Sinan Abd al-Khaliq& Ihsan, Muhammad Ali. Finite element modeling of high strength self-compacting concrete t-beams under flexural load reinforced by ARFP. ZANCO Journal of Pure and Applied Sciences Vol. 32, no. 6 (2020), pp.176-184.
https://search.emarefa.net/detail/BIM-1385709
نمط استشهاد الجمعية الطبية الأمريكية (AMA)
Yasin, Sinan Abd al-Khaliq& Ihsan, Muhammad Ali. Finite element modeling of high strength self-compacting concrete t-beams under flexural load reinforced by ARFP. ZANCO Journal of Pure and Applied Sciences. 2020. Vol. 32, no. 6, pp.176-184.
https://search.emarefa.net/detail/BIM-1385709
نوع البيانات
مقالات
لغة النص
الإنجليزية
الملاحظات
Includes bibliographical references : p. 184
رقم السجل
BIM-1385709
قاعدة معامل التأثير والاستشهادات المرجعية العربي "ارسيف Arcif"
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