Experimental evaluation of a hybrid FRP-concrete bridge superstructure system under negative moment flexural loads

المؤلفون المشاركون

Arif, Amjad J.
al-Nahhal, Wail I.

المصدر

Jordan Journal of Civil Engineering

العدد

المجلد 1، العدد 4 (31 ديسمبر/كانون الأول 2007)، ص ص. 336-343، 8ص.

الناشر

جامعة العلوم و التكنولوجيا الأردنية عمادة البحث العلمي

تاريخ النشر

2007-12-31

دولة النشر

الأردن

عدد الصفحات

8

التخصصات الرئيسية

الهندسة المدنية

الموضوعات

الملخص EN

Fiber Reinforced Polymer (FRP) bridge systems are gaining wide acceptance among bridge engineers.

At the same time, FRP bridge systems are relatively expensive when compared to traditional reinforced concrete bridge systems.

In this study, the concept of the hybrid FRP-concrete structural systems is applied to a bridge superstructure.

The hybrid FRP-concrete superstructure system is intended to have durable, structurally sound and cost effective hybrid system that will take full advantage of the inherent properties of both FRP materials and concrete.

The primary objective of this study is to examine the structural behavior of an FRP-concrete hybrid bridge superstructure system subjected to negative moment flexural loads through experimental procedures.

The experimental results showed that the design of the hybrid FRP-concrete bridge superstructure under a negative flexural moment is found to be stiffness- driven instead of strength-driven.

نمط استشهاد جمعية علماء النفس الأمريكية (APA)

Arif, Amjad J.& al-Nahhal, Wail I.. 2007. Experimental evaluation of a hybrid FRP-concrete bridge superstructure system under negative moment flexural loads. Jordan Journal of Civil Engineering،Vol. 1, no. 4, pp.336-343.
https://search.emarefa.net/detail/BIM-285192

نمط استشهاد الجمعية الأمريكية للغات الحديثة (MLA)

Arif, Amjad J.& al-Nahhal, Wail I.. Experimental evaluation of a hybrid FRP-concrete bridge superstructure system under negative moment flexural loads. Jordan Journal of Civil Engineering Vol. 1, no. 4 (2007), pp.336-343.
https://search.emarefa.net/detail/BIM-285192

نمط استشهاد الجمعية الطبية الأمريكية (AMA)

Arif, Amjad J.& al-Nahhal, Wail I.. Experimental evaluation of a hybrid FRP-concrete bridge superstructure system under negative moment flexural loads. Jordan Journal of Civil Engineering. 2007. Vol. 1, no. 4, pp.336-343.
https://search.emarefa.net/detail/BIM-285192

نوع البيانات

مقالات

لغة النص

الإنجليزية

الملاحظات

Includes bibliographical references : p. 343

رقم السجل

BIM-285192