Modeling fire performance of externally prestressed steel-concrete composite beams |
Zhou, Huanting
(School of Civil Engineering and Architecture, Wuhan University of Technology)
Li, Shaoyuan (School of Civil Engineering and Architecture, Wuhan University of Technology) Zhang, Chao (College of Civil Engineering, Tongji University) Naser, M.Z. (Glenn Department of Civil Engineering, Clemson University) |
1 | Kang, H., Lee, D.H., Hwang, J.H., Oh, J.Y., Kim, K.S. and Kim, H.Y. (2016), "Structural performance of prestressed composite members with corrugated webs exposed to fire", Fire Technol., https://doi.org/10.1007/s10694-015-0521-y. DOI |
2 | Ng, C.K. and Tan, K.H. (2006a), "Flexural behaviour of externally prestressed beams. Part II: Experimental investigation", Eng. Struct., https://doi.org/10.1016/j.engstruct.2005.09.016. DOI |
3 | Ren, Y., Wang, Y., Wang, B., Ban, H., Song, J. and Su, G. (2018), "Flexural behavior of steel deep beams prestressed with externally unbonded straight multi-tendons", Thin-Wall. Struct., https://doi.org/10.1016/j.tws.2018.07.022. DOI |
4 | Zhou, H., Li, S., Chen, L. and Zhang, C. (2018), "Fire tests on composite steel-concrete beams prestressed with external tendons", J. Constr. Steel Res., 143, 62-71. https://doi.org/10.1016/j.jcsr.2017.12.008. DOI |
5 | BSI, and European Committee for Standardization (2004), Design of concrete structures - Part 1-2: General rules - Structural fire design, Eurocode 2. https://doi.org/10.1002/jcp.25002. |
6 | CEN (2002), Eurocode 1: Actions on Structures-Part 1-2: General Actions-Actions on Structures Exposed to Fire. |
7 | Chen, L., Li, G., Jiang, S. and Wang, W. (2013), "Experimental studies on behavior of headed stud shear connectors at elevated temperatures", Tongji Daxue Xuebao/J. Tongji University. https://doi.org/10.3969/j.issn.0253-374x.2013.08.006. |
8 | Chen, S. (2005), "Experimental study of prestressed steel-concrete composite beams with external tendons for negative moments", J. Constr. Steel Res., https://doi.org/10.1016/j.jcsr.2005.05.005. DOI |
9 | Chen, S., Wang, X. and Jia, Y., (2009), "A comparative study of continuous steel-concrete composite beams prestressed with external tendons: Experimental investigation", J. Constr. Steel Res., https://doi.org/10.1016/j.jcsr.2009.03.005. DOI |
10 | Chen, S. and Jia, Y. (2010), "Numerical investigation of inelastic buckling of steel-concrete composite beams prestressed with external tendons", Thin-Wall. Struct., https://doi.org/10.1016/j.tws.2009.10.009. DOI |
11 | Chen, S. and Zhang, Z. (2006), "Effective width of a concrete slab in steel-concrete composite beams prestressed with external tendons", J. Constr. Steel Res., https://doi.org/10.1016/j.jcsr.2005.08.009. DOI |
12 | ASTM (2016), "E119-16 - Standard Test Methods for Fire Tests of Building Construction and Materials", Am. Soc. Test. Mater., https://doi.org/10.1520/E0119-10B.1.2. |
13 | Dall'Asta, A., Dezi, L. and Leoni, G. (2002), "Failure mechanisms of externally prestressed composite beams with partial shear connection", Steel Compos. Struct., https://doi.org/10.12989/scs.2002.2.5.315. DOI |
14 | Dall'Asta, A. and Zona, A. (2005), "Finite element model for externally prestressed composite beams with deformable connection", J. Struct. Eng., https://doi.org/10.1061/(ASCE)0733-9445(2005)131:5(706). DOI |
15 | Deretic-Stojanovic, B. and Kostic, S.M. (2017), "A simplified matrix stiffness method for analysis of composite and prestressed beams", Steel Compos. Struct., https://doi.org/10.12989/scs.2017.24.1.053. DOI |
16 | Kodur, V.K.R. and Naser, M.Z. (2014), "Effect of shear on fire response of steel beams", J. Constr. Steel Res., 97, 48-58. https://doi.org/10.1016/j.jcsr.2014.01.018. DOI |
17 | ECS (2005), EN 1993-1-2: Eurocode 3: Design of steel structures - Part 1-2: General rules - Structural fire design : European Committee for Standardisation : Free Download, Borrow, and Streaming : Internet Archive, European Committee for Standardisation. |
18 | Hoadley, P.G. (1963), "Behavior of prestressed composite steel beams", J. Struct.Division, 89(3), 21-34. DOI |
19 | Hwang, J.W., Kwak, J.H. and Kwak, H.G. (2015), "Finite-element model to evaluate nonlinear behavior of posttensioned composite beams with partial shear connection", J. Struct. Eng., (United States). https://doi.org/10.1061/(ASCE)ST.1943-541X.0001174. DOI |
20 | Moscoso, A.M., Tamayo, J.L.P. and Morsch, I.B. (2017), "Numerical simulation of external pre-stressed steel-concrete composite beams", Comput. Concrete. https://doi.org/10.12989/cac.2017.19.2.191. DOI |
21 | Ng, C.K. and Tan, K.H. (2006b), "Flexural behaviour of externally prestressed beams. Part I: Analytical model", Eng. Struct., https://doi.org/10.1016/j.engstruct.2005.09.015. DOI |
22 | Lee, D.H., Oh, J.Y., Kang, H., Kim, K.S., Kim, H.J. and Kim, H.Y. (2015), "Structural performance of prestressed composite girders with corrugated steel plate webs", J. Constr.Steel Res., https://doi.org/10.1016/j.jcsr.2014.09.014. DOI |
23 | Lorenc, W. and Kubica, E. (2006), "Behavior of composite beams prestressed with external tendons: Experimental study", J. Constr. Steel Res., https://doi.org/10.1016/j.jcsr.2006.01.007. DOI |
24 | Lou, T., Lopes, S.M.R. and Lopes, A.V. (2016), "Numerical modeling of externally prestressed steel-concrete composite beams", J. Constr. Steel Res., https://doi.org/10.1016/j.jcsr.2016.02.008. DOI |
25 | Ollgaard, J.G., Slutter, R.G. and Fisher, J.W. (1971), "Shear Strength of Stud Connectors in Lightweight and Normal-Weight Concrete", AISC Engineering Journal. |
26 | Szilard, R. (1959), "Design of prestressed composite steel structures", J. Struct. Division, 85(9), 97-124. DOI |
27 | Zona, A., Ragni, L. and Dall'Asta, A. (2009), "Simplified method for the analysis of externally prestressed steel-concrete composite beams", J. Constr. Steel Res., https://doi.org/10.1016/j.jcsr.2008.07.015. DOI |
28 | Zhou, H.T., Li, G.Q. and Jiang, S.C. (2008), "Experimental studies on the properties of steel strand at elevated temperatures", Sichuan Daxue Xuebao (Gongcheng Kexue Ban)/Journal of Sichuan University (Engineering Science Edition). |
29 | Kim, K.S. and Lee, D.H. (2011), "Flexural behavior of prestressed composite beams with corrugated web: Part II. Experiment and verification", Compos. Part B: Eng., https://doi.org/10.1016/j.compositesb.2011.04.019. DOI |
30 | Zona, A., Ragni, L. and Dall'Asta, A. (2008), "Finite element formulation for geometric and material nonlinear analysis of beams prestressed with external slipping tendons", Finite Elem. Anal. Des., https://doi.org/10.1016/j.finel.2008.06.005. DOI |