Scopus
YÖKSİS DOI Eşleşti
SJR Q1
Experimental analysis of reinforced concrete shear deficient beams with circular web openings strengthened by CFRP composite
Composite Structures · Ekim 2020
YÖKSİS Kayıtları
Experimental analysis of reinforced concrete shear deficient beams with circular web openings strengthened by CFRP composite
Composite Structures · 2020 SCI-Expanded
Doç. Dr. ŞAKİR YAZMAN →
YÖKSİS Kayıtları — ISSN Eşleşmesi
An experimental study on low velocity impact performance of bolted composite joints part 1: Influence of halloysite nanotubes on dynamic loading response
2021 ISSN: 0263-8223 SCI-Expanded Q1
Doç. Dr. HASAN ULUS →
An experimental study on low velocity impact performance of bolted composite joints-part 2: Influence of long-term seawater aging
2021 ISSN: 0263-8223 SCI-Expanded Q1
Doç. Dr. HASAN ULUS →
Experimental analysis of reinforced concrete shear deficient beams with circular web openings strengthened by CFRP composite
2020 ISSN: 0263-8223 SCI-Expanded
Doç. Dr. ŞAKİR YAZMAN →
The effects of stacking sequence on drilling machinability of filament wound hybrid composite pipes: Part-2 damage analysis and surface quality
2020 ISSN: 0263-8223 SCI-Expanded
Doç. Dr. ŞAKİR YAZMAN →
Experimental investigation of shear capacity and damage analysis of thinned end prefabricated concrete purlins strengthened by CFRP composite
2019 ISSN: 0263-8223 SCI-Expanded
Doç. Dr. ŞAKİR YAZMAN →
An experimental evaluation on the dynamic response of water aged composite/aluminium adhesive joints: Influence of electrospun nanofibers interleaving
2022 ISSN: 0263-8223 SCI-Expanded Q1
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A Review on Drilling of FML Stacks with Conventional and Unconventional Processing Methods under Different Conditions
2022 ISSN: 0263-8223 SCI-Expanded Q1
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A Review on Drilling of FML Stacks with Conventional and Unconventional Processing Methods under Different Conditions
2022 ISSN: 0263-8223 SCI-Expanded Q1
Dr. Öğr. Üyesi MEHMET AKİF DOĞAN →
Effects of high pulling speeds on mechanical properties and morphology of pultruded GFRP composite flat laminates
2022 ISSN: 0263-8223 SCI-Expanded Q1
Doç. Dr. ŞAKİR YAZMAN →
Effect of oil pressure upon filament wound basalt/glass fibers hybrid polymer based composite pipes subjected to low velocity impact
2022 ISSN: 0263-8223 SCI-Expanded Q1
Doç. Dr. MEHMET TURAN DEMİRCİ →
Quasi-Static tensile loading performance of Bonded, Bolted, and hybrid Bonded-Bolted Carbon-to-Carbon composite Joints: Effect of recycled polystyrene nanofiber interleaving
2023 ISSN: 0263-8223 SCI-Expanded Q1
Doç. Dr. HASAN ULUS →
Experimental investigation on Compression-After-Impact (CAI) response of aerospace grade thermoset composites under low-temperature conditions assisted with acoustic emission monitoring
2023 ISSN: 0263-8223 SCI-Expanded Q1
Doç. Dr. HASAN ULUS →
Makale Bilgileri
Dergi
Composite Structures
ISSN02638223
Yayın TarihiEkim 2020
Cilt / Sayfa249
Scopus ID2-s2.0-85086575350
Özet
In this study, two methods of CFRP applications were utilized to strengthen the shear deficient beams with circular holes and a comprehensive experimental program consisting of 11 ½ scaled specimens was undertaken. The beams with hole diameter (D)/beam height ratio (H) of 0.30, 0.44, 0.64 ratios, symmetrically drilled in shear span were tested under vertical loading. D/H ratio of 0.30 did cause not only a decrease in load carrying capacity but also increased the ductility of the beam. However, significant decreases in load carrying capacities were observed as the hole diameters increase. The load carrying capacity and ductility were significantly improved owing to different CFRP configurations. The fact that the hole diameter and CFRP strengthening method are very important parameters for strengthening is observed. No CFRP strengthening alternative was successful in the beams with a D/H ratio of 0.64. A detailed macro and micro damage analyses are presented.
Yazarlar (5)
1
Ceyhun Aksoylu
2
Şakir Yazman
3
Yasin Onuralp Özkılıç
4
Lokman Gemi
5
Musa Hakan Arslan
Anahtar Kelimeler
Carbon fiber reinforced polymer (CFRP)
Circular hole
Damage analysis
Experiment
Reinforced concrete beam
Shear damage
Strengthening
Kurumlar
Konya Technical University
Konya Turkey
Necmettin Erbakan Üniversitesi
Meram Turkey
Selçuk Üniversitesi
Selçuklu Turkey
Scimago Dergi (ISSN Eşleşmesi)
Composite Structures
Q1
SJR Skoru1,761
H-Index213
YayıncıElsevier B.V.
ÜlkeNetherlands
Ceramics and Composites (Q1)
Civil and Structural Engineering (Q1)
Metrikler
95
Atıf
5
Yazar
7
Anahtar Kelime