Axially loaded steel columns strengthened with CFRP

المؤلفون المشاركون

Naganathan, Sivakumar
Kalavagunta, Sreedhar
Bin Mustafa, Kamal Nasir al-Din

المصدر

Jordan Journal of Civil Engineering

العدد

المجلد 8، العدد 1 (31 مارس/آذار 2014)، ص ص. 58-69، 12ص.

الناشر

جامعة العلوم و التكنولوجيا الأردنية عمادة البحث العلمي

تاريخ النشر

2014-03-31

دولة النشر

الأردن

عدد الصفحات

12

التخصصات الرئيسية

الهندسة المدنية

الموضوعات

الملخص EN

During the recent decades, Carbon Fiber-Reinforced Polymer (CFRP) composite materials have proven valuable properties and suitability to be used in the construction of new buildings and in upgrading the existing ones.

The objective of this paper is to review the previous work in this area and compare it with the current experimental results to show the design equations for CFRP strengthened steel structural elements.

Research findings have shown that CFRP sheets and strips are not only effective in restoring the lost capacity of a damaged steel section, but are also quite effective in strengthening of steel sections to resist higher loads, extend their fatigue life and reduce crack propagation.

نمط استشهاد جمعية علماء النفس الأمريكية (APA)

Kalavagunta, Sreedhar& Naganathan, Sivakumar& Bin Mustafa, Kamal Nasir al-Din. 2014. Axially loaded steel columns strengthened with CFRP. Jordan Journal of Civil Engineering،Vol. 8, no. 1, pp.58-69.
https://search.emarefa.net/detail/BIM-350046

نمط استشهاد الجمعية الأمريكية للغات الحديثة (MLA)

Bin Mustafa, Kamal Nasir al-Din…[et al.]. Axially loaded steel columns strengthened with CFRP. Jordan Journal of Civil Engineering Vol. 8, no. 1 (2014), pp.58-69.
https://search.emarefa.net/detail/BIM-350046

نمط استشهاد الجمعية الطبية الأمريكية (AMA)

Kalavagunta, Sreedhar& Naganathan, Sivakumar& Bin Mustafa, Kamal Nasir al-Din. Axially loaded steel columns strengthened with CFRP. Jordan Journal of Civil Engineering. 2014. Vol. 8, no. 1, pp.58-69.
https://search.emarefa.net/detail/BIM-350046

نوع البيانات

مقالات

لغة النص

الإنجليزية

الملاحظات

Includes bibliographical references : p. 66-69

رقم السجل

BIM-350046