Structural fire behaviour and testing of protected and unprotected steel-concrete composite cellular beams

P. Sunar Bukulmez; O. C. Celik

Structural fire behaviour and testing of protected and unprotected steel-concrete composite cellular beams

P. Sunar Bukulmez
, O. C. Celik

Mimarlık Bölümü

Bahcesehir University
Istanbul Technical University

Araştırma sonucu: Kitap/Rapor/Konferans Bildirisinde Bölüm › Konferans katkısı › bilirkişi

2 Atıf (Scopus)

Özet

This paper presents a near full-scale experimental investigation into structural fire behavior of steel-concrete composite cellular beams having a trapezoidal steel deck at elevated temperatures. Both unprotected and protected beams are considered. To compare behavioral values and possible improvement after the application of insulation, 2 cellular beams (without insulation and insulated with 60 min. solvent based thin film intumescent coatings) were designed and tested under the ISO 834 standard fire curve. The beams are subjected to uniformly distributed gravity plus live loading representing a floor beam of a library building. These tests revealed that unprotected cellular beam had higher recorded temperatures, larger deflections and a more significant/severe failure mechanism compared with the protected beam under the same furnace condition.

Orijinal dil	İngilizce
Ana bilgisayar yayını başlığı	Applications of Fire Engineering - Proceedings of the International Conference of Applications of Structural Fire Engineering, ASFE 2017
Editörler	Martin Gillie, Yong Wang
Yayınlayan	CRC Press/Balkema
Sayfalar	295-303
Sayfa sayısı	9
ISBN (Basılı)	9781138092914
Yayın durumu	Yayınlandı - 2018
Etkinlik	International Conference of Applications of Structural Fire Engineering, ASFE 2017 - Manchester, United Kingdom Süre: 7 Eyl 2017 → 8 Eyl 2017

Yayın serisi

Adı	Applications of Fire Engineering - Proceedings of the International Conference of Applications of Structural Fire Engineering, ASFE 2017

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???event.eventtypes.event.conference???	International Conference of Applications of Structural Fire Engineering, ASFE 2017
Ülke/Bölge	United Kingdom
Şehir	Manchester
Periyot	7/09/17 → 8/09/17

Bibliyografik not

Publisher Copyright:
© 2018 Taylor & Francis Group, London.

Finansman

This research was supported partly by ITU-BAP (Istanbul Technical University Scientific Research Project Coordination Unit) under project number 3802 and TUBITAK-1002 (The Scientific and Technological Research Council of Turkey-1002 Short Term R & D Funding Program) under project number 315M285.

Finansörler	Finansör numarası
ITU-BAP
Istanbul Teknik Üniversitesi	315M285, TUBITAK-1002, 3802

BM SKH

Bu sonuç, aşağıdaki Sürdürülebilir Kalkınma Hedefine/Hedeflerine katkıda bulunur

SKH 7 Erişilebilir ve Temiz Enerji
SKH 9 Sanayi, Yenilikçilik ve Altyapı
SKH 12 Sorumlu Üretim ve Tüketim

Diğer Dosyalar ve Linkler

Link to publication in Scopus

Alıntı Yap

Bukulmez, P. S., & Celik, O. C. (2018). Structural fire behaviour and testing of protected and unprotected steel-concrete composite cellular beams. In M. Gillie, & Y. Wang (Eds.), Applications of Fire Engineering - Proceedings of the International Conference of Applications of Structural Fire Engineering, ASFE 2017 (pp. 295-303). (Applications of Fire Engineering - Proceedings of the International Conference of Applications of Structural Fire Engineering, ASFE 2017). CRC Press/Balkema.

Bukulmez, P. Sunar ; Celik, O. C. / Structural fire behaviour and testing of protected and unprotected steel-concrete composite cellular beams. Applications of Fire Engineering - Proceedings of the International Conference of Applications of Structural Fire Engineering, ASFE 2017. editör / Martin Gillie ; Yong Wang. CRC Press/Balkema, 2018. pp. 295-303 (Applications of Fire Engineering - Proceedings of the International Conference of Applications of Structural Fire Engineering, ASFE 2017).

@inproceedings{a7e27348e3b240109d523050fe710ee2,

title = "Structural fire behaviour and testing of protected and unprotected steel-concrete composite cellular beams",

abstract = "This paper presents a near full-scale experimental investigation into structural fire behavior of steel-concrete composite cellular beams having a trapezoidal steel deck at elevated temperatures. Both unprotected and protected beams are considered. To compare behavioral values and possible improvement after the application of insulation, 2 cellular beams (without insulation and insulated with 60 min. solvent based thin film intumescent coatings) were designed and tested under the ISO 834 standard fire curve. The beams are subjected to uniformly distributed gravity plus live loading representing a floor beam of a library building. These tests revealed that unprotected cellular beam had higher recorded temperatures, larger deflections and a more significant/severe failure mechanism compared with the protected beam under the same furnace condition.",

author = "Bukulmez, \{P. Sunar\} and Celik, \{O. C.\}",

note = "Publisher Copyright: {\textcopyright} 2018 Taylor \& Francis Group, London.; International Conference of Applications of Structural Fire Engineering, ASFE 2017 ; Conference date: 07-09-2017 Through 08-09-2017",

year = "2018",

language = "English",

isbn = "9781138092914",

series = "Applications of Fire Engineering - Proceedings of the International Conference of Applications of Structural Fire Engineering, ASFE 2017",

publisher = "CRC Press/Balkema",

pages = "295--303",

editor = "Martin Gillie and Yong Wang",

booktitle = "Applications of Fire Engineering - Proceedings of the International Conference of Applications of Structural Fire Engineering, ASFE 2017",

}

Bukulmez, PS & Celik, OC 2018, Structural fire behaviour and testing of protected and unprotected steel-concrete composite cellular beams. in M Gillie & Y Wang (eds), Applications of Fire Engineering - Proceedings of the International Conference of Applications of Structural Fire Engineering, ASFE 2017. Applications of Fire Engineering - Proceedings of the International Conference of Applications of Structural Fire Engineering, ASFE 2017, CRC Press/Balkema, pp. 295-303, International Conference of Applications of Structural Fire Engineering, ASFE 2017, Manchester, United Kingdom, 7/09/17.

Structural fire behaviour and testing of protected and unprotected steel-concrete composite cellular beams. / Bukulmez, P. Sunar; Celik, O. C.
Applications of Fire Engineering - Proceedings of the International Conference of Applications of Structural Fire Engineering, ASFE 2017. ed. / Martin Gillie; Yong Wang. CRC Press/Balkema, 2018. p. 295-303 (Applications of Fire Engineering - Proceedings of the International Conference of Applications of Structural Fire Engineering, ASFE 2017).

Araştırma sonucu: Kitap/Rapor/Konferans Bildirisinde Bölüm › Konferans katkısı › bilirkişi

TY - GEN

T1 - Structural fire behaviour and testing of protected and unprotected steel-concrete composite cellular beams

AU - Bukulmez, P. Sunar

AU - Celik, O. C.

PY - 2018

Y1 - 2018

N2 - This paper presents a near full-scale experimental investigation into structural fire behavior of steel-concrete composite cellular beams having a trapezoidal steel deck at elevated temperatures. Both unprotected and protected beams are considered. To compare behavioral values and possible improvement after the application of insulation, 2 cellular beams (without insulation and insulated with 60 min. solvent based thin film intumescent coatings) were designed and tested under the ISO 834 standard fire curve. The beams are subjected to uniformly distributed gravity plus live loading representing a floor beam of a library building. These tests revealed that unprotected cellular beam had higher recorded temperatures, larger deflections and a more significant/severe failure mechanism compared with the protected beam under the same furnace condition.

AB - This paper presents a near full-scale experimental investigation into structural fire behavior of steel-concrete composite cellular beams having a trapezoidal steel deck at elevated temperatures. Both unprotected and protected beams are considered. To compare behavioral values and possible improvement after the application of insulation, 2 cellular beams (without insulation and insulated with 60 min. solvent based thin film intumescent coatings) were designed and tested under the ISO 834 standard fire curve. The beams are subjected to uniformly distributed gravity plus live loading representing a floor beam of a library building. These tests revealed that unprotected cellular beam had higher recorded temperatures, larger deflections and a more significant/severe failure mechanism compared with the protected beam under the same furnace condition.

UR - https://www.scopus.com/pages/publications/85058080013

M3 - Conference contribution

AN - SCOPUS:85058080013

SN - 9781138092914

T3 - Applications of Fire Engineering - Proceedings of the International Conference of Applications of Structural Fire Engineering, ASFE 2017

SP - 295

EP - 303

BT - Applications of Fire Engineering - Proceedings of the International Conference of Applications of Structural Fire Engineering, ASFE 2017

A2 - Gillie, Martin

A2 - Wang, Yong

PB - CRC Press/Balkema

T2 - International Conference of Applications of Structural Fire Engineering, ASFE 2017

Y2 - 7 September 2017 through 8 September 2017

ER -

Bukulmez PS, Celik OC. Structural fire behaviour and testing of protected and unprotected steel-concrete composite cellular beams. In Gillie M, Wang Y, editörler, Applications of Fire Engineering - Proceedings of the International Conference of Applications of Structural Fire Engineering, ASFE 2017. CRC Press/Balkema. 2018. p. 295-303. (Applications of Fire Engineering - Proceedings of the International Conference of Applications of Structural Fire Engineering, ASFE 2017).

Structural fire behaviour and testing of protected and unprotected steel-concrete composite cellular beams

Özet

Yayın serisi

???event.eventtypes.event.conference???

Bibliyografik not

Finansman

BM SKH

Diğer Dosyalar ve Linkler

Parmak izi

Alıntı Yap