Öz
Kaynakça
- Abdel-Aziz, K.,(1986). Modelisation et `etude experimental de poutres mixtes acier-beton aconnexion partielle ou espacee, Ph.D. Thesis, Institute National des Sciences Appliquées des cholar. Google Scholar
- AL-Sulayfani, B.J. (1986). Contribution Du Comportement Desossatures En Beton Arme Sous Sollicitations Cycliques Analyse Non-Linear (Docteur). De 1`University De Nantes, https://scholar.google.co.uk/citations?user=ygyhqisAAAAJ&hl=en.
- Aref, A.( 2007). Effective Slab Width Definition for Negative Moment Regions of Composite Bridges” Journal of Bridge EngineeringVol.12. https://ascelibrary.org/doi/abs/10.1061/%28ASCE%2910840702%282007%2912%3A3%28339% 29 Sheet , Al-Sulafani Journal of Optimization & Decision Making 2(2), 207-213, 2023 213
- Enrico S, Sherif, T ,(2004). Nonlinear analysis of steel-concrete Composite structures: state of the art. Journal of Structural Engineering, ASCE, Vol. 130. 24-34.doi: 10.1061/(ASCE)0733- 9445(2004)130:2(159)
- Eurocode 4 (1994): Design of composite steel and concrete structures — Part 1-1: General rules and rules for buildings ENV 1994-1-1, https://www.phd.eng.br/wpcontent/uploads/2015/12/en.1994.1.1.2004.pdf
- Fabbrocino ,G., Cosenzc,G.(1999), Nonlinear Analysis of Composite Beams under Positive Bending, Computers and Structures, Vol. 70, PP. 77-89.DOI:10.1016/S0045-79495(98)00173:4
- Ikbal,N. Korkess,A. Yousifany, H. , & , Husain, H.(2009). Behavior of Composite SteelConcrete Beam Subjected To Negative Bending. Engineering and technology journal, Vol 27, 53- 71 https://www.iasj.net/iasj/article/28498.
- Jianguo Nie; Jiansheng Fan; & C. S. Cai (2004): Stiffness and deflection of steel-concrete composite beams under negative bending. Journal of Structural Engineering, ASCE, Vol. 130, 1842-1851. https://ascelibrary.org/doi/10.1061.
- Lawson, R. and Aggelopoulos, E. Obiala and F. HanusC. Odenbreit and S. NellingernU. Kuhlmann and F. Eggert D. Lam, X. Dai and T. Sheehan 2017. “Development of improved shear connection rules in composite beams” - Final Rep. https://constructalia.arcelormittal.com/files/R&D%20report%20DISSCO%20en-- 6c334a425cf171309240b225dc8c61ec.pdf.
- Marzi ,S and Enrico. S,2001. Analysis of steel concrete composite frames with bond-slip, Journal of Structural Engineering ASCE Vo.127, 1243-1250. https://web.archive.org/web/20040920122531id_/http://civil.colorado.edu:80/~spacone/SalariSpa cone-ASCE-ST-11-2001.pdf
- Menegotto,M. ,Pinto,P.E.1973. Method of analysis for cyclically loaded reinforced concrete plane frame including changes in geometry and non elastic behavior of elements under combined normal force and bending”, Proceedings of IABSE symposium, Lisbon. https://www.eperiodica.ch/cntmng?pid=bse-re-001:1973:13::9.
- Ollgaard,J. Slutter,R. Fisher.J. (1971). Shear strength of stud connectors in lightweight and normal weight concrete. Journal of Structural Engineering ASCE Vol.8, 71-10. https://core.ac.uk/download/pdf/228628783.pdf
AN ANALYTİCAL MODEL FOR ANALYSİS OF STEEL-CONCRETE COMPOSİTE BEAMS UNDER MONOTONİC AND REPEATED LOADS
Öz
This paper presents a numerical model for non-linear analyze steel-concrete composite beam subjected to monotonic and repeated loading with partial and full interaction. The model is constructed by a modified FORTRAN computer program. The nonlinear responsiveness for the composite beam is depending on dividing the element into fibers using a section layered method with the constituent materials hysteretic models. A derivation of the cyclic model for the concrete, reinforcing bar and profile steel has been adopted. The behavior of the shear connectors under repeated load has also been derived. Since the slip between the components of composite beams is considered as a basic factor in the analysis, a slip model is adopted to estimate its amount. The numerical model is validated using experimental results. The results indicate that the presented numerical model can provide an effective tool for analyzing steel-concrete composite beam
Anahtar Kelimeler
Nonlinear analysis Composite beams Repeated loads Slip Numerical model
Kaynakça
- Abdel-Aziz, K.,(1986). Modelisation et `etude experimental de poutres mixtes acier-beton aconnexion partielle ou espacee, Ph.D. Thesis, Institute National des Sciences Appliquées des cholar. Google Scholar
- AL-Sulayfani, B.J. (1986). Contribution Du Comportement Desossatures En Beton Arme Sous Sollicitations Cycliques Analyse Non-Linear (Docteur). De 1`University De Nantes, https://scholar.google.co.uk/citations?user=ygyhqisAAAAJ&hl=en.
- Aref, A.( 2007). Effective Slab Width Definition for Negative Moment Regions of Composite Bridges” Journal of Bridge EngineeringVol.12. https://ascelibrary.org/doi/abs/10.1061/%28ASCE%2910840702%282007%2912%3A3%28339% 29 Sheet , Al-Sulafani Journal of Optimization & Decision Making 2(2), 207-213, 2023 213
- Enrico S, Sherif, T ,(2004). Nonlinear analysis of steel-concrete Composite structures: state of the art. Journal of Structural Engineering, ASCE, Vol. 130. 24-34.doi: 10.1061/(ASCE)0733- 9445(2004)130:2(159)
- Eurocode 4 (1994): Design of composite steel and concrete structures — Part 1-1: General rules and rules for buildings ENV 1994-1-1, https://www.phd.eng.br/wpcontent/uploads/2015/12/en.1994.1.1.2004.pdf
- Fabbrocino ,G., Cosenzc,G.(1999), Nonlinear Analysis of Composite Beams under Positive Bending, Computers and Structures, Vol. 70, PP. 77-89.DOI:10.1016/S0045-79495(98)00173:4
- Ikbal,N. Korkess,A. Yousifany, H. , & , Husain, H.(2009). Behavior of Composite SteelConcrete Beam Subjected To Negative Bending. Engineering and technology journal, Vol 27, 53- 71 https://www.iasj.net/iasj/article/28498.
- Jianguo Nie; Jiansheng Fan; & C. S. Cai (2004): Stiffness and deflection of steel-concrete composite beams under negative bending. Journal of Structural Engineering, ASCE, Vol. 130, 1842-1851. https://ascelibrary.org/doi/10.1061.
- Lawson, R. and Aggelopoulos, E. Obiala and F. HanusC. Odenbreit and S. NellingernU. Kuhlmann and F. Eggert D. Lam, X. Dai and T. Sheehan 2017. “Development of improved shear connection rules in composite beams” - Final Rep. https://constructalia.arcelormittal.com/files/R&D%20report%20DISSCO%20en-- 6c334a425cf171309240b225dc8c61ec.pdf.
- Marzi ,S and Enrico. S,2001. Analysis of steel concrete composite frames with bond-slip, Journal of Structural Engineering ASCE Vo.127, 1243-1250. https://web.archive.org/web/20040920122531id_/http://civil.colorado.edu:80/~spacone/SalariSpa cone-ASCE-ST-11-2001.pdf
- Menegotto,M. ,Pinto,P.E.1973. Method of analysis for cyclically loaded reinforced concrete plane frame including changes in geometry and non elastic behavior of elements under combined normal force and bending”, Proceedings of IABSE symposium, Lisbon. https://www.eperiodica.ch/cntmng?pid=bse-re-001:1973:13::9.
- Ollgaard,J. Slutter,R. Fisher.J. (1971). Shear strength of stud connectors in lightweight and normal weight concrete. Journal of Structural Engineering ASCE Vol.8, 71-10. https://core.ac.uk/download/pdf/228628783.pdf
Ayrıntılar
| Birincil Dil | İngilizce |
|---|---|
| Konular | Endüstri Mühendisliği |
| Bölüm | Araştırma Makalesi |
| Yazarlar | |
| Erken Görünüm Tarihi | 27 Aralık 2023 |
| Yayımlanma Tarihi | 27 Aralık 2023 |
| Yayımlandığı Sayı | Yıl 2023 Cilt: 2 Sayı: 2 |
