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Experimental investigation of shear capacity and damage analysis of thinned end prefabricated concrete purlins strengthened by CFRP composite

Composite Structures · Aralık 2019

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YÖKSİS Kayıtları
Experimental investigation of shear capacity and damage analysis of thinned end prefabricated concrete purlins strengthened by CFRP composite
Composite Structures · 2019 SCI-Expanded
Doç. Dr. ŞAKİR YAZMAN →
YÖKSİS ISSN Eşleşmesi

Bu dergide (ISSN eşleşmesi) kurumun 12 kaydı bulundu.

YÖKSİS Kayıtları — ISSN Eşleşmesi
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Experimental analysis of reinforced concrete shear deficient beams with circular web openings strengthened by CFRP composite
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The effects of stacking sequence on drilling machinability of filament wound hybrid composite pipes: Part-2 damage analysis and surface quality
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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
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A Review on Drilling of FML Stacks with Conventional and Unconventional Processing Methods under Different Conditions
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A Review on Drilling of FML Stacks with Conventional and Unconventional Processing Methods under Different Conditions
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Effects of high pulling speeds on mechanical properties and morphology of pultruded GFRP composite flat laminates
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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
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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
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Experimental investigation on Compression-After-Impact (CAI) response of aerospace grade thermoset composites under low-temperature conditions assisted with acoustic emission monitoring
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Makale Bilgileri

Dergi Composite Structures
ISSN02638223
Yayın TarihiAralık 2019
Cilt / Sayfa229
DOI10.1016/j.compstruct.2019.111399
Scopus ID2-s2.0-85072277007
Özet Prefabricated structures supported with purlins are exposed to numerous damages due to the excessive snow loadings as vertical loadings. The thinned regions of the purlins are responsible with the failure of the structure since the shear cracks usually initiate at these regions and propagate along with the purlins, and as a result, a total collapse may occur. In this study, carbon fiber reinforced polymer (CFRP) composites with four different configurations (P2–P5) were employed for strengthening prefabricated purlins in order to increase the strength of the purlin against shear damage generated under vertical loading. The load carrying capacities and damage patterns of the purlins were compared. The failure of the reference purlin (P1) was occurred as a shear damage at the thinned regions before reaching its bending capacity. However, the failure characteristic of the CFRP reinforced purlins was dominated by the bending damage and the vertical loading capacity of the purlins were increased up to 59% depends on the CFRP wrapping. Damage analysis of the CFRP composite was also performed. Various damage modes of the structure such as cover separation, air voids, delamination, debonding, fiber bundles breakage, matrix cracks, fiber bundles debonding, fiber breakage and buckling were observed and explained thoroughly.

Yazarlar (5)

1
Lokman Gemi
2
Ceyhun Aksoylu
3
Şakir Yazman
4
Yasin Onuralp Özkılıç
5
Musa Hakan Arslan

Anahtar Kelimeler

Carbon fiber reinforced polymer (CFRP) Composite concrete Damage analysis Prefabricated structures Purlins Strengthening

Kurumlar

Konya Technical University
Konya Turkey
Necmettin Erbakan Üniversitesi
Meram Turkey
Selçuk Üniversitesi
Selçuklu Turkey
Scimago Dergi (ISSN Eşleşmesi)
Composite Structures
Q1
SJR Skoru1,660
H-Index226
YayıncıElsevier B.V.
ÜlkeNetherlands
Ceramics and Composites (Q1)
Civil and Structural Engineering (Q1)
Dergi sayfasına git

Metrikler

77
Atıf
5
Yazar
6
Anahtar Kelime

Sistemimizdeki Yazarlar

ŞY
ŞAKİR YAZMAN
Doç. Dr.

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