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Using steel fibered high strength concrete for repairing continuous normal strength concrete bending elements

نتاج البحث: فصل من :كتاب / تقرير / مؤتمرمنشور من مؤتمرمراجعة النظراء

ملخص

Using Steel Fibered High Strength Concrete (SFHSC) for repairing normal strength concrete bending elements has been previously proved to be effective for statically determined beams (Iskhakov et al., 2011). Bruhwiler & Denarie (2008) investigated methods for rehabilitation of existing structures using Ultra High Performance Fiber Reinforced Concrete (UHPFRC). The rehabilitated full-scale structures have also significantly improved durability. Simple supported full-scale Two-Layer Beams (TLB) were tested (Iskhakov et al., 2014). A logical extension of these tests is experimental investigation of a Continuous Two-Layer Beam (CTLB), which is a focus of the current study.

اللغة الأصليةالإنجليزيّة
عنوان منشور المضيفProceedings of the 4th International Conference on Concrete Repair, Rehabilitation and Retrofitting, ICCRRR 2015
المحررونH.-D. Beushausen, M.G. Alexander, P. Moyo, F. Dehn
الصفحات89
عدد الصفحات1
حالة النشرنُشِر - 2016
الحدث4th International Conference on Concrete Repair, Rehabilitation and Retrofitting, ICCRRR 2015 - Leipzig, ألمانيا
المدة: 5 أكتوبر 20157 أكتوبر 2015

سلسلة المنشورات

الاسمProceedings of the 4th International Conference on Concrete Repair, Rehabilitation and Retrofitting, ICCRRR 2015

!!Conference

!!Conference4th International Conference on Concrete Repair, Rehabilitation and Retrofitting, ICCRRR 2015
الدولة/الإقليمألمانيا
المدينةLeipzig
المدة5/10/157/10/15

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