Yıl 2022,
, 16 - 25, 30.01.2022
Ahmed Dalaf Ahmed
,
Esra Güneyisi
Kaynakça
- ANSYS (2016). ANSYS User’s Manual Revision 16.0 ANSYS, Inc., Canonsburg, Pennsylvania.
- Load A I S C (1999). Resistance Factor Design Specification for Structural Steel Buildings. American Institute of Steel Construction: Chicago, IL, USA.
- ACI (2014). Building Code Requirements for Structural Concrete (ACI 318-14): Commentary on Building Code Requirements for Structural Concrete (ACI 318R-14): an ACI Report. American Concrete Institute. ACI.
- ACI (2002). 440.2 R-02: Guide for the design and construction of externally bonded FRP systems for strengthening concrete structures. American Concrete Institute, Farmington Hills, USA.
- ACI. (1999). Building code requirements for structural concrete and commentary, ACI 318-399. American Concrete Institute, Detroit, USA.
- Bradford M A, Loh H Y & Uy B (2002). Slenderness limits for filled circular steel tubes. Journal of Construction Steel Research, 58(2), 243–252.
- Chen E Y-T (1981). Numerical simulation of reinforced concrete subjected to multiaxial stress conditions. PhD Thesis, University of Illinois
- Darwin D & Pecknold D A (1974). Inelastic model for cyclic biaxial loading for reinforced concrete. Civil Engineering Studies, Structural Research Series No. 409, Univ. of Illinois at Urbana-Champaign, Urbana-Champaign, 111.
- DL/T 5085-1999, Code for Design of Steel-Concrete Composite Structure, China Planning Press, Beijing.
- Elchalakani M, Zhao X L & Grzebieta R (2002). Tests on concrete filled double skin (CHS outer and SHS inner) composite short columns under axial compression. Thin-Walled Structures, 40(5), 415–441.
- Elwi A A & Murray D W (1979). A 3D hypoelastic concrete constitutive relationship. Journal of the Engineering Mechanics Division, 105(4), 623-641.
- Eurocode 4, BS EN 1994-1-1-2004, Design of Composite Steel and Concrete Structures-Part 1.1 General Rules and Rules for Buildings, Brussels, Belgium.
- GB 50017-2003, Code for Design of Steel Structures, China Planning Press, Beijing.
- Han L H, Tao Z, Huang H & Zhao X L (2004). Concrete-filled double skin (SHS outer and CHS inner) steel tubular beam–columns. Thin-Walled Structures, 42(9), 1329–1355.
- Han L H, Huang H, Tao Z & Zhao X L (2006). Concrete-filled double skin steel tubular (CFDST) beam–columns subjected to cyclic bending. Engineering Structures, 28(12), 1698-1714.
- Han L H, Wang W D & Zhao X L (2011). Performance of circular CFST column to steel beam frames under lateral cyclic loading. Journal of Constructional Steel Research, 67(5), 876-890.
- Hassanein M F, Kharoob O F & Gardner L (2015). Behaviour and design of square concrete-filled double skin tubular columns with inner circular tubes. Engineering Structures, 100, 410-424.
- Hu H T & Su F C (2011). Nonlinear analysis of short concrete-filled double skin tube columns subjected to axial compressive forces. Marine Structures, 24(4), 319-337.
- Hu H T & Schnobrich W C (1989). Constitutive modeling of concrete by using non associated plasticity. Journal of Materials in Civil Engineering, 1(4), 199-216.
- Huang H, Han L H, Tao Z & Zhao X L (2010). Analytical behavior of concrete-filled double skin steel tubular (CFDST) stub columns. Journal of Constructional Steel Research, 66(9), 542–255.
- Li W, Han L H & Zhao X L (2012). Axial strength of concrete-filled double skin steel tubular (CFDST) columns with preload on steel tubes. Thin-walled structures, 56, 9-20.
- Liang Q Q (2017). Nonlinear analysis of circular double-skin concrete-filled steel tubular columns under axial compression. Engineering Structures, 131, 639-650.
- Lin M L & Tsai K C (2001). Behavior of double-skinned composite steel tubular columns subjected to combined axial and flexural loads. In: Proceedings of the first international conference on steel and composite structures, 1145–1152.
- Lu H, Han L H & Zhao X L (2010). Fire performance of self-consolidating concrete filled double skin steel tubular columns: Experiments. Fire safety journal, 45(2), 106-115.
- Mander J B, Priestley M J & Park R (1988). Theoretical stress-strain model for confined concrete. Journal of structural engineering, 114(8), 1804-1826.
- Minitab R12. Statistical Tool. Quality Plaza, 1829 Pine Hall Rd., State College, PA 16801-3008, USA.
- Pagoulatou M, Sheehan T, Dai X H & Lam D (2014). Finite element analysis on the capacity of circular concrete-filled double-skin steel tubular (CFDST) stub columns. Engineering Structures, 72, 102-112.
- Richart F E, Brandtzaeg A & Brown R L (1928). A study of the failure of concrete under combined compressive stresses. University of Illinois at Urbana Champaign, College of Engineering. Engineering Experiment Station.
- Ritchie C B, Gow M I, Packer J A & Heidarpour A (2017). Influence of elevated strain rate on the mechanical properties of hollow structural sections. International Journal of Protective Structures, 8(3), 325-351.
- Saenz L P (1964). Discussion of “Equation for the stress–strain curve of concrete” by Desayi and Krishnan. Journal of the American Concrete Institute, 61, 1229-1235.
- Tao Z, Han L H & Zhao X L (2004). Behaviour of concrete-filled double skin (CHS inner and CHS outer) steel tubular stub columns and beam-columns. Journal of Constructional Steel Research, 60(8), 1129-1158.
- Uenaka K, Kitoh H & Sonoda K (2010). Concrete filled double skin circular stub columns under compression. Thin-walled structures, 48(1), 19-24.
- Wei S, Mau S T, Vipulanandan C & Mantrala S K (1995). Performance of new sandwich tube under axial loading: experiment. Journal of Structural Engineering, 121(12), 1806-1814.
- Yagishita F, Kitoh H, Sugimoto M, Tanihira T & Sonoda K (2000). Double skin composite tubular columns subjected to cyclic horizontal force and constant axial force. In Proc., 6th ASCCS Int. Conf. on Steel-Concrete Composite Structures, Los Angeles: Univ. of Southern California, 497-503.
- Zhao X L, Grzebieta R H & Elchalakani M. (2002a). Tests of concrete-filled double skin CHS composites tube columns. Steel and Composite Structures—An International Journal, 2(2), 129–142.
- Zhao X L, Grzebieta R H, Ukur A & Elchalakani M (2002b). Tests of concrete-filled double skin (SHS outer and CHS inner) composite stub columns. In Advances in Steel Structures (ICASS'02), Elsevier, 567-574.
- Zhao X L & Grzebieta R H (2002c). Strength and ductility of concrete filled double skin (SHS inner and SHS outer) tubes. Thin-Walled Structures, 40(2), 199–213.
- Zhao X L, Han B & Grzebieta R H (2002d). Plastic mechanism analysis of concrete filled double-skin (SHS inner and SHS outer) stub columns. Thin-Walled Structures, 40(10), 815–833.
- Zhang Y & Zhou Z (2019). Beam‐column connections of concrete‐filled double steel tubular frame structures. The Structural Design of Tall and Special Buildings, 28(5), e1592.
- Zhang D, Zhao J & Zhang Y (2018). Experimental and numerical investigation of concrete-filled double-skin steel tubular column for steel beam joints. Advances in Materials Science and Engineering, 6514025
Lateral response of double skin tubular column to steel beam composite frames
Yıl 2022,
, 16 - 25, 30.01.2022
Ahmed Dalaf Ahmed
,
Esra Güneyisi
Öz
Concrete filled double-skin steel tubular (CFDST) column comprises two inner and outer steel tubes with infill concrete between tubes. CFDST columns are used in many structural systems such as offshore structures and high rise buildings. The aim of this research is to examine the performance of composite frames composed of CFDST columns and steel beam under the influence of lateral loading. The frames were modeled and analyzed utilizing ANSYS finite element (FE) software. The linear and nonlinear behavior of steel and concrete materials and confinement effects of inner and outer steel tubes on the infill concrete were considered in the analysis. Three key parameters were considered in the present study. They are the axial load and slenderness ratios of CFDST column as well as linear stiffness ratio of the beam–column. The effects of these parameters on the behavior of the composite frames were evaluated comparatively. Load-deformation responses were achieved for various cases of the investigation. The verification of the developed FE model was evaluated by considering the analysis results with the experimental data existing in the literature. The findings attained from the FE modeling were in consonance with the experimental results. Besides, it was observed that the above parameters had a substantial influence on the load-displacement relationship and the performance of the studied composite frames.
Kaynakça
- ANSYS (2016). ANSYS User’s Manual Revision 16.0 ANSYS, Inc., Canonsburg, Pennsylvania.
- Load A I S C (1999). Resistance Factor Design Specification for Structural Steel Buildings. American Institute of Steel Construction: Chicago, IL, USA.
- ACI (2014). Building Code Requirements for Structural Concrete (ACI 318-14): Commentary on Building Code Requirements for Structural Concrete (ACI 318R-14): an ACI Report. American Concrete Institute. ACI.
- ACI (2002). 440.2 R-02: Guide for the design and construction of externally bonded FRP systems for strengthening concrete structures. American Concrete Institute, Farmington Hills, USA.
- ACI. (1999). Building code requirements for structural concrete and commentary, ACI 318-399. American Concrete Institute, Detroit, USA.
- Bradford M A, Loh H Y & Uy B (2002). Slenderness limits for filled circular steel tubes. Journal of Construction Steel Research, 58(2), 243–252.
- Chen E Y-T (1981). Numerical simulation of reinforced concrete subjected to multiaxial stress conditions. PhD Thesis, University of Illinois
- Darwin D & Pecknold D A (1974). Inelastic model for cyclic biaxial loading for reinforced concrete. Civil Engineering Studies, Structural Research Series No. 409, Univ. of Illinois at Urbana-Champaign, Urbana-Champaign, 111.
- DL/T 5085-1999, Code for Design of Steel-Concrete Composite Structure, China Planning Press, Beijing.
- Elchalakani M, Zhao X L & Grzebieta R (2002). Tests on concrete filled double skin (CHS outer and SHS inner) composite short columns under axial compression. Thin-Walled Structures, 40(5), 415–441.
- Elwi A A & Murray D W (1979). A 3D hypoelastic concrete constitutive relationship. Journal of the Engineering Mechanics Division, 105(4), 623-641.
- Eurocode 4, BS EN 1994-1-1-2004, Design of Composite Steel and Concrete Structures-Part 1.1 General Rules and Rules for Buildings, Brussels, Belgium.
- GB 50017-2003, Code for Design of Steel Structures, China Planning Press, Beijing.
- Han L H, Tao Z, Huang H & Zhao X L (2004). Concrete-filled double skin (SHS outer and CHS inner) steel tubular beam–columns. Thin-Walled Structures, 42(9), 1329–1355.
- Han L H, Huang H, Tao Z & Zhao X L (2006). Concrete-filled double skin steel tubular (CFDST) beam–columns subjected to cyclic bending. Engineering Structures, 28(12), 1698-1714.
- Han L H, Wang W D & Zhao X L (2011). Performance of circular CFST column to steel beam frames under lateral cyclic loading. Journal of Constructional Steel Research, 67(5), 876-890.
- Hassanein M F, Kharoob O F & Gardner L (2015). Behaviour and design of square concrete-filled double skin tubular columns with inner circular tubes. Engineering Structures, 100, 410-424.
- Hu H T & Su F C (2011). Nonlinear analysis of short concrete-filled double skin tube columns subjected to axial compressive forces. Marine Structures, 24(4), 319-337.
- Hu H T & Schnobrich W C (1989). Constitutive modeling of concrete by using non associated plasticity. Journal of Materials in Civil Engineering, 1(4), 199-216.
- Huang H, Han L H, Tao Z & Zhao X L (2010). Analytical behavior of concrete-filled double skin steel tubular (CFDST) stub columns. Journal of Constructional Steel Research, 66(9), 542–255.
- Li W, Han L H & Zhao X L (2012). Axial strength of concrete-filled double skin steel tubular (CFDST) columns with preload on steel tubes. Thin-walled structures, 56, 9-20.
- Liang Q Q (2017). Nonlinear analysis of circular double-skin concrete-filled steel tubular columns under axial compression. Engineering Structures, 131, 639-650.
- Lin M L & Tsai K C (2001). Behavior of double-skinned composite steel tubular columns subjected to combined axial and flexural loads. In: Proceedings of the first international conference on steel and composite structures, 1145–1152.
- Lu H, Han L H & Zhao X L (2010). Fire performance of self-consolidating concrete filled double skin steel tubular columns: Experiments. Fire safety journal, 45(2), 106-115.
- Mander J B, Priestley M J & Park R (1988). Theoretical stress-strain model for confined concrete. Journal of structural engineering, 114(8), 1804-1826.
- Minitab R12. Statistical Tool. Quality Plaza, 1829 Pine Hall Rd., State College, PA 16801-3008, USA.
- Pagoulatou M, Sheehan T, Dai X H & Lam D (2014). Finite element analysis on the capacity of circular concrete-filled double-skin steel tubular (CFDST) stub columns. Engineering Structures, 72, 102-112.
- Richart F E, Brandtzaeg A & Brown R L (1928). A study of the failure of concrete under combined compressive stresses. University of Illinois at Urbana Champaign, College of Engineering. Engineering Experiment Station.
- Ritchie C B, Gow M I, Packer J A & Heidarpour A (2017). Influence of elevated strain rate on the mechanical properties of hollow structural sections. International Journal of Protective Structures, 8(3), 325-351.
- Saenz L P (1964). Discussion of “Equation for the stress–strain curve of concrete” by Desayi and Krishnan. Journal of the American Concrete Institute, 61, 1229-1235.
- Tao Z, Han L H & Zhao X L (2004). Behaviour of concrete-filled double skin (CHS inner and CHS outer) steel tubular stub columns and beam-columns. Journal of Constructional Steel Research, 60(8), 1129-1158.
- Uenaka K, Kitoh H & Sonoda K (2010). Concrete filled double skin circular stub columns under compression. Thin-walled structures, 48(1), 19-24.
- Wei S, Mau S T, Vipulanandan C & Mantrala S K (1995). Performance of new sandwich tube under axial loading: experiment. Journal of Structural Engineering, 121(12), 1806-1814.
- Yagishita F, Kitoh H, Sugimoto M, Tanihira T & Sonoda K (2000). Double skin composite tubular columns subjected to cyclic horizontal force and constant axial force. In Proc., 6th ASCCS Int. Conf. on Steel-Concrete Composite Structures, Los Angeles: Univ. of Southern California, 497-503.
- Zhao X L, Grzebieta R H & Elchalakani M. (2002a). Tests of concrete-filled double skin CHS composites tube columns. Steel and Composite Structures—An International Journal, 2(2), 129–142.
- Zhao X L, Grzebieta R H, Ukur A & Elchalakani M (2002b). Tests of concrete-filled double skin (SHS outer and CHS inner) composite stub columns. In Advances in Steel Structures (ICASS'02), Elsevier, 567-574.
- Zhao X L & Grzebieta R H (2002c). Strength and ductility of concrete filled double skin (SHS inner and SHS outer) tubes. Thin-Walled Structures, 40(2), 199–213.
- Zhao X L, Han B & Grzebieta R H (2002d). Plastic mechanism analysis of concrete filled double-skin (SHS inner and SHS outer) stub columns. Thin-Walled Structures, 40(10), 815–833.
- Zhang Y & Zhou Z (2019). Beam‐column connections of concrete‐filled double steel tubular frame structures. The Structural Design of Tall and Special Buildings, 28(5), e1592.
- Zhang D, Zhao J & Zhang Y (2018). Experimental and numerical investigation of concrete-filled double-skin steel tubular column for steel beam joints. Advances in Materials Science and Engineering, 6514025