Abstract
In this work we investigate the structural performance and load carrying capacity of coldformed
steel bolted connections under shear by finite element method. In our work we used
two different materials namely G300 which has low strength, high ductility and G550 which
has high strength, low ductility. We did our analysis for different friction coefficient and
washer size the predicted bearing resistance. It is found that contact stiffness, frictional
coefficient between element interfaces stress -strain curves and washer size are important
parameters for accurate prediction of the load extension curves of the bolt connections.
References
- Chung K.F, Ip K.H. (1999): “Finite Element Modelling of Bolted Connections between Cold- Formed Steel Strips and Hot Rolled Steel Plates under Static Shear Loading”, Engineering Structures, 22, 1271-1284
- Chung K.F, Ip K.H. (2000): “Finite Element Investigation on the Structural Behavior of Cold Formed Steel Bolted Connections”, Engineering Structures, 23, 1115-1125
- Chung K.F., Ip K.H. (1999): “Finite Element Modelling of Double Bolted Connections between Cold-Formed Steel Strips under Static Shear Loading”, Proceedings of the Second International Conference on Advances in Steel Structures Cold-formed steel structure code AS/NZ 4600 (1996) Australia Standards New Zealand, Sydney.
- Rogers C.A., Hancock G.J. (1998): “Bolted Connection Tests of Thin G550 and G300 Sheet Steels”, Journal of Structural Engineering, 124, 798-808.
Abstract
Bu çalışmada civatalı bağlanmış soğuk çekilmiş levha malzemelerin kayma gerilmesi
altındaki yapısal davranışı ve yük taşıma kapasitesi sonlu elemanlar yöntemi ile
incelenmiştir. Çalışmada düşük mukavemetli, yüksek sünekliğe sahip G300 çeliği ile yüksek
mukavemetli ve düşük sünekliğe sahip G550 çeliği kullanılmıştır. Rondela boyutu ve
sürtünme katsayısının farklı değerleri için analiz yapılmıştır. Civata bağlantılarının yükuzama
eğrilerinin doğru tespiti için temas rijitliğinin, gerilme-birim uzama eğrilerinin, rondela
çapının önemli parametreler olduğu ortaya çıkmıştır.
References
- Chung K.F, Ip K.H. (1999): “Finite Element Modelling of Bolted Connections between Cold- Formed Steel Strips and Hot Rolled Steel Plates under Static Shear Loading”, Engineering Structures, 22, 1271-1284
- Chung K.F, Ip K.H. (2000): “Finite Element Investigation on the Structural Behavior of Cold Formed Steel Bolted Connections”, Engineering Structures, 23, 1115-1125
- Chung K.F., Ip K.H. (1999): “Finite Element Modelling of Double Bolted Connections between Cold-Formed Steel Strips under Static Shear Loading”, Proceedings of the Second International Conference on Advances in Steel Structures Cold-formed steel structure code AS/NZ 4600 (1996) Australia Standards New Zealand, Sydney.
- Rogers C.A., Hancock G.J. (1998): “Bolted Connection Tests of Thin G550 and G300 Sheet Steels”, Journal of Structural Engineering, 124, 798-808.
Details
| Other ID | JA79AE26BZ |
|---|---|
| Journal Section | Research Article |
| Authors | |
| Publication Date | January 1, 2006 |
| Published in Issue | Year 2006 Volume: 8 Issue: 1 |
Cite
Dokuz Eylül Üniversitesi, Mühendislik Fakültesi Dekanlığı Tınaztepe Yerleşkesi, Adatepe Mah. Doğuş Cad. No: 207-I / 35390 Buca-İZMİR.