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المؤلفPino, Vanessa
المؤلفAkbari Hadad, Houman
المؤلفDe Caso Y Basalo, Francisco
المؤلفNanni, Antonio
المؤلفEbead,Usama Ali
المؤلفEl Refai, Ahmed
تاريخ الإتاحة2021-09-07T06:16:12Z
تاريخ النشر2016
اسم المنشورSustainable Construction Materials and Technologies
المصدرScopus
الرقم المعياري الدولي للكتاب25153048
معرّف المصادر الموحدhttp://hdl.handle.net/10576/22751
الملخصFabric reinforced cementitious matrix (FRCM) is a relatively new material system recently developed for the repair, retrofit, and rehabilitation of reinforced concrete (RC) and masonry structures. Concrete structures such as bridges experience high traffic volumes and varying vehicle axle weights causing repeated cyclic loading throughout their lifetime. Cyclic loading may cause damage to the structure, a phenomenon known as fatigue. Due to the novelty of FRCM technology, there is a lack of research regarding the long-term performance of FRCM systems for RC strengthening. This study aims to investigate experimentally the parameters that most influence the flexural fatigue performance of Polyparaphenylene benzobisoxazole (PBO) FRCM strengthened RC beams. For members subject to cyclic loading, a stress ratio vs. the number of cycles (S-N) curve is developed with the objective of defining the endurance limit of the strengthened beams. Failure mode and fatigue life of the beams during cyclic loading are investigated and discussed. 2016 International Committee of the SCMT conferences. All rights reserved.
راعي المشروعThe project was made possible with the financial support received from the University Transportation Center RE-CAST and the Qatar National Research Fund (a member of Qatar Foundation) under NPRP grant # 7-1720-2-641. The statements made herein are solely the responsibility of the authors.
اللغةen
الناشرInternational Committee of the SCMT conferences
الموضوعConcrete beams and girders
Cyclic loads
Reinforced concrete
Stress analysis
Sustainable development
Cementitious matrices
Flexural fatigue
Long term performance
Masonry structures
Polyparaphenylenes
Rehabilitation of reinforced concretes
Strengthened beams
Strengthened RC beams
Fatigue of materials
العنوانPerformance of FRCM strengthened RC beams subject to fatigue
النوعConference Paper
رقم المجلد2016-August


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