Parametric Study for Performance Evaluation of Concrete Filled Steel Composite Circular Members According to Design Codes
Öz
The Concrete Filled
Steel Tubular (CFST) members offer many structural features and have been
widely used in civil engineering structures. Available in many different
shapes, but most important circular, rectangular and square, etc. The CFST
structures offer numerous structural benefits, including high strength,
favorable ductility, and highly absorbable to withstand external shocks. They
have proven to be economically as well as providing for the rapid construction
and thus additional cost savings. The circular CFST members included normal
strength concrete filled circular structural sections. In this study the
parameters; diameter thickness , yield stress
, and compressive
strength of concrete show their effects on the members and their
comparison, according to calculation equations of the American (AISC360-16) and
European (EC4-2004) codes for the design of which parameter effects performance
of circular CFST members under axial compression and flexure.
Anahtar Kelimeler
Circular CFST members Axial strength Flexure strength Parametric study Design codes
Kaynakça
- Gore, V. V., & Kumbhar, P. D. Performance of Concrete Filled Steel Tube (CFST) Section: A Review.
- Han, L. H. (2004). Flexural behavior of concrete-filled steel tubes. Journal of Constructional Steel Research, 60(2), 313-337.
- Bozkurt, N., & Taşkin, V. (2017). Design of Self Compacting Lightweight Concrete Using Acidic Pumice with Different Powder Materials. Acta Physica Polonica, A, 132(3), 779-782. DOI: 10.12693/APhysPolA.132.779.
- Davraz, M., Pehlıvanoğlu, H., Kilinçarslan, Ş., & Akkurt, İ. (2017). Determination of Radiation Shielding of Concrete Produced from Portland Cement with Boron Additives. Acta Physica Polonica, A, 132(3), 702-704. DOI: 10.12693/APhysPolA.132.702.
- Abakay, E., Durmaz, M., Sen, S., & Sen, U. (2017). An Electrochemical Study of the Corrosion Resistance of Niobium-Aluminum Carbonitride Coating Produced on Steels by Thermo-Reactive Diffusion Technique. Acta Physica Polonica, A, 132(3), 682-684, DOI: 10.12693/APhysPolA.132.682.
- Kanca, E., Eyercioğlu, O., Karahan, I. H., Günen, A., & Göv, K. (2016). Effects of Blanking Speed on the Shear Surface of Mild Steel (St37). Acta Physica Polonica, A, 130(1). DOI: 10.12693/APhysPolA.130.370.
- Acar, İ., Sıksık, V., Varol, F., & Aslanlar, S. (2017). Investigation of Mechanical Properties of Butt Joints of DP800 Thin Zinc-Coated Steel Plates, CMT-Brazed Using Different Current Intensities. Acta Physica Polonica, A, 132(3), 849-851, DOI: 10.12693/APhysPolA.130.370.
- AISC. 360-16. Specification for structural steel buildings. Chicago, IL, USA: AISC; 2016.
- Eurocode. Eurocode 4: design of composite steel and concrete structures. Part 1-1: General rules and rules for buildings. Brussels, Belgium: CEN; 2004.
- Montgomery, D. C. (2017). Design and analysis of experiments. John Wiley & Sons.
Parametric Study for Performance Evaluation of Concrete Filled Steel Composite Circular Members According to Design Codes
Öz
Beton dolgulu çelik boru (BDÇB)
elemanlar birçok yapısal özellikler sunmaktadırlar ve inşaat mühendisliği
yapılarında yaygın olarak kullanılmaktadır. Birçok farklı kesit şekli
mevcuttur, ancak en önemlileri dairesel, dikdörtgen ve kare vb. BDÇB yapıları,
yüksek mukavemet, uygun süneklik ve harici darbelere dayanıklı yüksek soğurma
gibi sayısız yapısal faydalar sunar. Ekonomik olduğu kadar hızlı inşaat ve
dolayısıyla ek maliyet tasarrufu sağladığı kanıtlanmıştır. Dairesel BDÇB elemanları
normal dayanımlı beton doldurulmuş dairesel yapısal kesitler içermektedir. Bu
çalışmada, dairesel BDÇB elemanların eksenel basınç ve eğilme altındaki Amerikan
(AISC360-16)
ve Avrupa (EC4-2004) hesap denklemlerine göre performansı etkileyen Çap kalınlık , akma dayanımı ve beton puanın basınç dayanımı parametrelerinin
etkisi ve karşılaştırılması yapılmıştır.
Anahtar Kelimeler
Dairesel BDÇB Eksenel dayanım Eğilme dayanımı Parametrik çalışma Tasarım kodları
Kaynakça
- Gore, V. V., & Kumbhar, P. D. Performance of Concrete Filled Steel Tube (CFST) Section: A Review.
- Han, L. H. (2004). Flexural behavior of concrete-filled steel tubes. Journal of Constructional Steel Research, 60(2), 313-337.
- Bozkurt, N., & Taşkin, V. (2017). Design of Self Compacting Lightweight Concrete Using Acidic Pumice with Different Powder Materials. Acta Physica Polonica, A, 132(3), 779-782. DOI: 10.12693/APhysPolA.132.779.
- Davraz, M., Pehlıvanoğlu, H., Kilinçarslan, Ş., & Akkurt, İ. (2017). Determination of Radiation Shielding of Concrete Produced from Portland Cement with Boron Additives. Acta Physica Polonica, A, 132(3), 702-704. DOI: 10.12693/APhysPolA.132.702.
- Abakay, E., Durmaz, M., Sen, S., & Sen, U. (2017). An Electrochemical Study of the Corrosion Resistance of Niobium-Aluminum Carbonitride Coating Produced on Steels by Thermo-Reactive Diffusion Technique. Acta Physica Polonica, A, 132(3), 682-684, DOI: 10.12693/APhysPolA.132.682.
- Kanca, E., Eyercioğlu, O., Karahan, I. H., Günen, A., & Göv, K. (2016). Effects of Blanking Speed on the Shear Surface of Mild Steel (St37). Acta Physica Polonica, A, 130(1). DOI: 10.12693/APhysPolA.130.370.
- Acar, İ., Sıksık, V., Varol, F., & Aslanlar, S. (2017). Investigation of Mechanical Properties of Butt Joints of DP800 Thin Zinc-Coated Steel Plates, CMT-Brazed Using Different Current Intensities. Acta Physica Polonica, A, 132(3), 849-851, DOI: 10.12693/APhysPolA.130.370.
- AISC. 360-16. Specification for structural steel buildings. Chicago, IL, USA: AISC; 2016.
- Eurocode. Eurocode 4: design of composite steel and concrete structures. Part 1-1: General rules and rules for buildings. Brussels, Belgium: CEN; 2004.
- Montgomery, D. C. (2017). Design and analysis of experiments. John Wiley & Sons.
Ayrıntılar
| Birincil Dil | İngilizce |
|---|---|
| Konular | Mühendislik |
| Bölüm | Makaleler |
| Yazarlar | |
| Yayımlanma Tarihi | 31 Aralık 2017 |
| Yayımlandığı Sayı | Yıl 2017 Sayı: Özel Sayı - Special Issue |
