Zobrazeno 1 - 10
of 21
pro vyhledávání: '"Saruhan Kartal"'
Autor:
Saruhan Kartal, Emin Kısıklı
Publikováno v:
International Journal of Concrete Structures and Materials, Vol 18, Iss 1, Pp 1-21 (2024)
Abstract The present study pertains to the flexural behavior of RC beams with openings and non-metallic (GFRP) reinforcement. The main goal of preferring GFRP reinforcement over the conventional steel reinforcement was to safeguard the beams against
Externí odkaz:
https://doaj.org/article/58be09d1aab8434797495df68397104d
Autor:
Süleyman Kamil Akın, Saruhan Kartal, Abdullah Müsevitoğlu, Sadrettin Sancıoğlu, Ahmad Javid Zia, Abdulkerim İlgün
Publikováno v:
Case Studies in Construction Materials, Vol 16, Iss , Pp e01005- (2022)
For longer spans of reinforced concrete elements, design codes dictate the use of sufficient lap splice length. Insufficient lap splice length decreases the flexural strength and ductility of reinforced concrete (RC) beams, while fiber addition impro
Externí odkaz:
https://doaj.org/article/6c66d605cfea4286baa158df26f4632f
Publikováno v:
Uludağ University Journal of The Faculty of Engineering, Vol 24, Iss 2, Pp 203-216 (2019)
Lif takviyeli polimer donatılar (FRP) özellikle korozyona uğramama ve yüksek çekme dayanımları nedeniyle betonarme yapılarda çelik donatıya alternatif olarak kullanılmaya başlanmıştır. Ancak, mekanik ve fiziksel özelliklerinin çelik
Externí odkaz:
https://doaj.org/article/dc0460feba784b90afde7349e053a234
Publikováno v:
European Journal of Environmental and Civil Engineering. :1-20
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::2018d2aa128cdaea23743237509f5d08
https://doi.org/10.1080/19648189.2022.2143429
https://doi.org/10.1080/19648189.2022.2143429
Publikováno v:
Materials, Vol 14, Iss 18, p 5341 (2021)
The present study pertains to the load-deflection behavior and cracking moments of concrete beams with hybrid FRP-steel reinforcement. Under and over-reinforced hybrid beams were tested for failure along with reference beams with only steel or FRP re
Externí odkaz:
https://doaj.org/article/36d65e7e2e0d4c3595c5564c37c22442
Publikováno v:
Uluslararası Muhendislik Arastirma ve Gelistirme Dergisi. 14:447-456
Mevcut çalışmada betonarme kirişlerde soğuk derz tipi birleşimin kiriş eğilme davranışı üzerindeki etkileri araştırılmıştır. Bu kapsamda toplam yedi adet kirişin dört nokta eğilme testleri gerçekleştirilmiştir. Bu kirişler 15
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::757348a6ccd874608f98b7443d8d3c87
https://doi.org/10.29137/umagd.1015985
https://doi.org/10.29137/umagd.1015985
Publikováno v:
Journal of Testing and Evaluation. 51:20220332
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::dd9db3439ed9afa969880743324322f4
https://doi.org/10.1520/jte20220332
https://doi.org/10.1520/jte20220332
Publikováno v:
Materials
Volume 14
Issue 18
Materials, Vol 14, Iss 5341, p 5341 (2021)
Volume 14
Issue 18
Materials, Vol 14, Iss 5341, p 5341 (2021)
The present study pertains to the load-deflection behavior and cracking moments of concrete beams with hybrid FRP-steel reinforcement. Under and over-reinforced hybrid beams were tested for failure along with reference beams with only steel or FRP re
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::21cfb125409f88bdc4f4fe4061d8e03e
Publikováno v:
Uludağ University Journal of The Faculty of Engineering, Vol 24, Iss 2, Pp 203-216 (2019)
Lif takviyeli polimer donatilar (FRP) ozellikle korozyona ugramama ve yuksek cekme dayanimlari nedeniyle betonarme yapilarda celik donatiya alternatif olarak kullanilmaya baslanmistir. Ancak, mekanik ve fiziksel ozelliklerinin celik donatiya gore far
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::10a6c831ca889cfe72c06cc7cb5612a0
https://dergipark.org.tr/tr/pub/uumfd/issue/45830/447057
https://dergipark.org.tr/tr/pub/uumfd/issue/45830/447057
Publikováno v:
International Journal of Advanced Engineering Research and Science. 4:91-94
Alkali activated mortars obtained from granulated blast furnace slag and fly ash were used instead of Portland cement by activating with alkali. Sodium silicate and sodium hydroxide were activated blast furnace slag and fly ash. Mortar samples were p
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::196b301f8f7ac1de349e94a4629ffbb6
https://doi.org/10.22161/ijaers.4.2.19
https://doi.org/10.22161/ijaers.4.2.19