1 |
ABAQUS (2010), ABAQUS analysis user's manual; Version 6.10. ABAQUS, Inc.
|
2 |
Agheshlui, H., Goldsworthy, H., Gad, E. and Mirza, O. (2017), "Anchored blind bolted composite connection to a concrete filled steel tubular column", Steel Compos. Struct., Int. J., 23(1), 115-130.
DOI
|
3 |
AISI (2016), North American Specification for the Design of Cold-formed Steel Structural Members, North American Coldformed Steel Specification; American Iron and Steel Institute (AISI), AISI S100-2016, Washington, D.C., USA.
|
4 |
AS-2291 (1979), Methods for the tensile testing of metals at elevated temperatures, Standards Australia, Sydney, Australia.
|
5 |
ASCE (2002), Specification for the design of cold-formed stainless steel structural members, American Society of Civil Engineers (ASCE); ASCE Standard, SEI/ASCE-8-02, Reston, VA, USA.
|
6 |
AS/NZS (2001), Cold-formed stainless steel structures, Australian /New Zealand Standard (AS/NZS), AS/NZS 4673:2001, Standards Australia, Sydney, Australia.
|
7 |
Baddoo, N.R. (2008), "Stainless steel in construction: A review of research, applications, challenges and opportunities", J. Constr. Steel Res., 64(11), 1199-1206.
DOI
|
8 |
Beena, K., Naveen, K. and Shruti, S. (2017), "Behaviour of bolted connections in concrete-filled steel tubular beamcolumn joints", Steel Compos. Struct., Int. J., 25(4), 443-456.
|
9 |
Bouchair, A., Averseng, J. and Abidelah, A. (2008), "Analysis of the behaviour of stainless steel bolted connections", J. Constr. Steel Res., 64(11), 1264-1274.
DOI
|
10 |
BS EN ISO 3506-1 (1998), "Mechanical properties of corrosionresistant stainless steel fasteners-Part 1: Bolts, screws and studs", BS EN ISO 3506-1.
|
11 |
Cai, Y. and Young, B. (2015), "High temperature tests of coldformed stainless steel double shear bolted connections", J. Constr. Steel Res., 104, 49-63.
DOI
|
12 |
Cai, Y. and Young, B. (2014a), "Structural behavior of coldformed stainless steel bolted connections", Thin-Wall. Struct., 83, 147-156.
DOI
|
13 |
Cai, Y. and Young, B. (2014b), "Behavior of cold-formed stainless steel single shear bolted connections at elevated temperatures", Thin-Wall. Struct., 75, 63-75.
DOI
|
14 |
Cai, Y. and Young, B. (2014c), "Transient state test of cold-formed stainless steel single shear bolted connections", Eng. Struct., 81, 1-9.
DOI
|
15 |
Cai, Y. and Young, B. (2016), "Bearing factors of cold-formed stainless steel double shear bolted connections at elevated temperatures", Thin-Wall. Struct., 98, 212-229.
DOI
|
16 |
Cai, Y. and Young, B. (2018), "Fire resistance of stainless steel single shear bolted connections", Thin-Wall. Struct., 130, 332-346.
DOI
|
17 |
EC3-1.8 (2005), Eurocode 3: Design of steel structures-Part 1.8: Design of joints, European Committee for Standardization, BS EN 1993-1-8:2005, CEN, Brussels, Belgium.
|
18 |
Chang, K.H., Hsu, C.M., Sheu, S.R. and Pan, W.F. (2005), "Viscoplastic response and collapse of 316L stainless steel tubes under cyclic bending", Steel Compos. Struct., Int. J., 5(5), 359-374.
DOI
|
19 |
EC1-1.2 (2002), Eurocode 1 - actions on structures - Part 1-2: general actions - actions on structures exposed to fire, European Committee for Standardization, EN 1991-1-2:2002, Brussels, Belgium.
|
20 |
EC3-1.4 (2006), Eurocode 3: Design of steel structures - Part 1.4: General rules - Supplementary rules for stainless steels, European Committee for Standardization, BS EN 1993-1-4:2006, Brussels, Belgium.
|
21 |
Ellobody, E. and Young, B. (2007), "Investigation of coldformed stainless steel non-slender circular hollow section columns", Steel Compos. Struct., Int. J., 7(4), 321-337.
DOI
|
22 |
Kim, T.S. and Kuwamura, H. (2007), "Finite element modeling of bolted connections in thin-walled stainless steel plates under static shear", Thin-Wall. Struct., 45(4), 407-421.
DOI
|
23 |
Gardner, L. and Baddoo, N.R. (2006), "Fire testing and design of stainless steel structures", J. Constr. Steel Res., 62(6), 532-543.
DOI
|
24 |
Huang, Y. and Young, B. (2014), "Experimental and numerical investigation of cold-formed lean duplex stainless steel flexural members", Thin-Wall. Struct., 73, 216-228.
|
25 |
Kim, T.S. and Cho, T.J. (2013), "Influence of microstructure difference of stainless steels on the strength and fracture of bolted connections", ISIJ Int., 53(2), 365-374.
DOI
|
26 |
Kim, T.S., Kuwamura, H. and Cho, T.J. (2008), "A parametric study on ultimate strength of single shear bolted connections with curling", Thin-Wall. Struct., 46(1), 38-53.
DOI
|
27 |
Salih, E.L., Gardner, L. and Nethercot, D.A. (2010), "Numerical investigation of net section failure in stainless steel bolted connections", J. Constr. Steel Res., 66(12), 1455-1466.
DOI
|
28 |
Kiymaz, G. (2009), "Investigations on the bearing strength of stainless steel bolted plates under in-plane tension", Steel Compos. Struct., Int. J., 9(2), 173-189.
DOI
|
29 |
Leong, S.H., Ramli Sulong, N.H. and Jameel, M. (2016), "Bolted connections to tubular columns at ambient and elevated temperatures - A review", Steel Compos. Struct., Int. J., 21(2), 303-321.
DOI
|
30 |
Li, S., Li, Q., Jiang, H., Zhang, H., Yan, L. and Jiang, W. (2018), "Experimental study on a new type of assembly bolted endplate connection", Steel Compos. Struct., Int. J., 26(4), 463-471.
|
31 |
Salih, E.L., Gardner, L. and Nethercot, D.A. (2011), "Bearing failure in stainless steel bolted connections", Eng. Struct., 33(2), 549-562.
DOI
|
32 |
Theofanous, M. and Gardner, L. (2012), "Effect of element interaction and material nonlinearity on the ultimate capacity of stainless steel cross-sections", Steel Compos. Struct., Int. J., 12(1), 73-92.
DOI
|
33 |
Salih, E.L., Gardner, L. and Nethercot, D.A. (2013), "Numerical study of stainless steel gusset plate connections", Eng. Struct., 49, 448-464.
DOI
|
34 |
SCI/Euro Inox (2006), "Design manual for structural stainless steel", In: The Steel Construction Institute and Euro Inox, (3rd Ed.), Building series, Vol. 3.
|
35 |
Theofanous, M. and Gardner, L. (2010), "Experimental and numerical studies of lean duplex stainless steel beams", J. Constr. Steel Res., 66, 816-825.
DOI
|
36 |
Yan, S. and Young, B. (2012), "Bearing factors for single shear bolted connections of thin sheet steels at elevated temperatures", Thin-Wall. Struct., 52, 126-142.
DOI
|
37 |
Young, B. and Ellobody, E. (2006), "Column design of coldformed stainless steel slender circular hollow sections", Steel Compos. Struct., Int. J., 6(4), 285-302.
DOI
|