Time-dependent creep and shrinkage analysis of curved steel–concrete composite box beams

References

• S. K. Kumar, M. Cinefra, E. Carrera, R. Ganguli, and D. Harursampath, Finite element analysis of free vibration of the delaminated composite plate with variable kinematic multilayered plate elements, Compos. Part B., vol. 66, pp. 453–465, 2014. DOI: 10.1016/j.compositesb.2014.05.031.
   Web of Science ®Google Scholar
• C. K. Hirwani, S. K. Panda, T. R. Mahapatra, and S. S. Mahapatra, Nonlinear transient finite-element analysis of delaminated composite shallow shell panels, AIAA J., vol. 55, no. 5, pp. 1715–1734, 2017. DOI: 10.2514/1.J055624.
   Google Scholar
• B. K. Patle, C. K. Hirwani, R. P. Singh, and S. K. Panda, Eigenfrequency and deflection analysis of layered structure using uncertain elastic properties – a fuzzy finite element approach, Int. J. Approximate Reason., vol. 98, pp. 163–176, 2018. DOI: 10.1016/j.ijar.2018.04.013.
   Web of Science ®Google Scholar
• C. K. Hirwani and S. K. Panda, Numerical nonlinear frequency analysis of pre-damaged curved layered composite structure using higher-order finite element method, Int. J. Non. Lin. Mech., vol. 102, pp. 14–24, 2018. DOI: 10.1016/j.ijnonlinmec.2018.03.005.
   Web of Science ®Google Scholar
• A. Das, C. K. Hirwani, S. K. Panda, U. Topal, and T. Dede, Prediction and analysis of optimal frequency of layered composite structure using higher-order FEM and soft computing techniques, Steel Compos. Struct., vol. 29, no. 6, pp. 749–758, 2018.
   Web of Science ®Google Scholar
• C. K. Hirwani and S. K. Panda, Nonlinear finite element solutions of thermoelastic deflection and stress responses of internally damaged curved panel structure, Appl. Math. Modell., vol. 65, pp. 303–317, 2019. DOI: 10.1016/j.apm.2018.08.014.
   Web of Science ®Google Scholar
• H. K. Pandey, C. K. Hirwani, N. Sharma, P. V. Katariya, H. C. Dewangan, and S. K. Panda, Effect of nano glass cenosphere filler on hybrid composite eigenfrequency responses – an FEM approach and experimental verification, Adv. Nano Res., vol. 7, no. 6, pp. 419–429, 2019.
   Web of Science ®Google Scholar
• C. K. Hirwani, S. K. Panda, and P. K. Mishra, Influence of debonding on nonlinear deflection responses of curved composite panel structure under hygro-thermo-mechanical loading–macro-mechanical FE approach, Int. J. Non. Lin. Mech., vol. 128, pp. 103636, 2021. DOI: 10.1016/j.ijnonlinmec.2020.103636.
   Web of Science ®Google Scholar
• M. R. T. Arruda, L. M. S. Castro, A. J. M. Ferreira, M. Garrido, J. Gonilha, and J. R. Correia, Analysis of composite layered beams using Carrera unified formulation with Legendre approximation, Compos. B., vol. 137, pp. 39–50, 2018. DOI: 10.1016/j.compositesb.2017.10.040.
   Web of Science ®Google Scholar
• M. R. T. Arruda, L. M. S. Castro, A. J. M. Ferreira, D. Martins, and J. R. Correia, Physically non-linear analysis of beam models using Carrera Unified Formulation, Compos. Struct., vol. 195, pp. 60–73, 2018. DOI: 10.1016/j.compstruct.2018.03.107.
   Web of Science ®Google Scholar
• X. Xu, N. Fallahi, and H. Yang, Efficient CUF-based FEM analysis of thin-wall structures with Lagrange polynomial expansion, Mech. Adv. Mater. Struct., pp. 1–22, 2020. DOI: 10.1080/15376494.2020.1818331.
   Web of Science ®Google Scholar
• V. Z. Vlasov, Thin-walled elastic beams, 2nd ed. Israel Program for Scientific Translation, Israel, pp. 35–36, 1961.
   Google Scholar
• C. P. Heins and K. R. Spates, Behavior of single horizontally curved girder, Proc. Am. Soc. Civil Eng., vol. 99, pp. 1511–1524, 1970.
   Google Scholar
• S. Komatsu, H. Nakai, and T. Kitada, Study on shear lag and effective width of curved girder bridges, Proc. Jpn. Soc. Civil Eng., vol. 1971, no. 191, pp. 1–14, 1971 (in Japanese). DOI: 10.2208/jscej1969.1971.191_1.
   Google Scholar
• H. R. Evans and W. N. Al-Rifaie, An experimental and theoretical investigation of the behaviour of box girders curved in plan, Proc. Inst. Civil Eng. 2., vol. 59, no. 2, pp. 323–352, 1975. DOI: 10.1680/iicep.1975.3743.
   Google Scholar
• K. R. Moffatt and P. J. Dowling, Shear lag in steel box girder bridges, Inst. Struct. Eng., vol. 53, no. 10, pp. 439–448, 1975.
   Google Scholar
• T. Yoshimura and N. Nirasawa, On the stress distribution and effective width of curved girder bridges by the folded plate theory, Proc. Jpn. Soc. Civil Eng., vol. 1975, no. 233, pp. 45–54, 1975. (in Japanese) DOI: 10.2208/jscej1969.1975.45.
   Google Scholar
• K. Hasebe, S. Usuki, and Y. Horie, Shear lag analysis and effective width of curved girder bridges, ASCE J. Eng. Mech., vol. 111, no. 1, pp. 87–92, 1985. DOI: 10.1061/(ASCE)0733-9399(1985)111:1(87).
   Web of Science ®Google Scholar
• Y. Arizumi, S. Hamada, and T. Oshiro, Experimental and analytical studies on behavior of curved composite box girders, Univ. Ryukyus, vol. 34, pp. 175–192, 1987.
   Google Scholar
• H. Nakai and C. H. Yoo, Analysis and Design of Curved Steel Bridges, McGraw-Hill Co., New York, 1988.
   Google Scholar
• L. F. Boswell and S. H. Zhang, A box finite beam element for the elastic analysis of thin-walled structures, Thin-Walled Struct., vol. 1, no. 4, pp. 353–383, 1983. DOI: 10.1016/0263-8231(83)90014-9.
   Web of Science ®Google Scholar
• S. H. Zhang and L. P. R. Lyons, A thin-walled box finite beam element for curved bridge analysis, Comput. Struct., vol. 18, no. 6, pp. 1035–1046, 1984. DOI: 10.1016/0045-7949(84)90148-2.
   Web of Science ®Google Scholar
• A. G. Razaqpur and H. G. Li, Refined analysis of curved thin-walled multicell box girders, Comput. Struct., vol. 53, no. 1, pp. 131–142, 1994. DOI: 10.1016/0045-7949(94)90136-8.
   Web of Science ®Google Scholar
• Q. Z. Luo and Q. S. Li, Shear lag of thin-walled curved box girder bridges, J. Eng. Mech., vol. 126, no. 10, pp. 1111–1114, 2000. DOI: 10.1061/(ASCE)0733-9399(2000)126:10(1111).
   Web of Science ®Google Scholar
• Z. Zhang, Study on the key mechanical property of thin-walled bar with closed section and its engineering application, Master dissertation, Southwest Jiaotong University, 2012 (in Chinese).
   Google Scholar
• L. Dezi, F. Gara, G. Leoni, and A. M. Tarantino, Time-dependent analysis of shear-lag effect in composite beams, J. Eng. Mech., vol. 127, no. 1, pp. 71–79, 2001. DOI: 10.1061/(ASCE)0733-9399(2001)127:1(71).
   Web of Science ®Google Scholar
• F. Gara, G. Leoni, and L. Dezi, A finite beam element including shear lag effect for the time-dependent analysis of steel–concrete composite decks, Eng. Struct., vol. 31, no. 8, pp. 1888–1902, 2009. DOI: 10.1016/j.engstruct.2009.03.017.
   Web of Science ®Google Scholar
• R. E. Erkmen and M. A. Bradford, Nonlinear elastic analysis of composite beams curved in-plan, Eng. Struct., vol. 31, no. 7, pp. 1613–1624, 2009. DOI: 10.1016/j.engstruct.2009.02.016.
   Web of Science ®Google Scholar
• The International Federation for Structural Concrete. CEB Design Manual on Structural Effects of Time Dependent Behavior of Concrete, CEB Bulletin d’Information, Saint-Saphorin, Switzerland, 1984.
   Google Scholar
• Z. P. Bazant, and S. Baweja, Creep and shrinkage prediction model for analysis and design of concrete structures: model B3, Adam Neville Symposium: Creep and Shrinkage–Structural Design Effects, Michigan, USA, pp. 1–83, 2000.
   Google Scholar
• Z. P. Bazant, Prediction of concrete creep effects using age-adjusted effective modulus method, ACI J., vol. 69, no. 4, pp. 212–217, 1972.
   Google Scholar
• Z. P. Bazant, Numerical determination of long-range stress history from strain history in concrete, Mater. Struct., vol. 5, no. 27, pp. 135–141, 1972.
   Google Scholar
• Z. P. Bazant and S. T. Wu, Rate-type creep law of aging concrete based on Maxwell chain, Mater. Struct., vol. 7, no. 37, pp. 45–60, 1974.
   Google Scholar
• B. Jurkiewiez, J. F. Destrebecq, and V. Alain, Incremental analysis of time-dependent effects in composite structures, Comput. Struct., vol. 73, nos. 1–5, pp. 425–435, 1999. DOI: 10.1016/S0045-7949(98)00269-7.
   Web of Science ®Google Scholar
• B. Jurkiewiez, S. Buzon, and J. G. Sieffert, Incremental viscoelastic analysis of composite beams with partial interaction, Comput. Struct., vol. 83, nos. 21–22, pp. 1780–1791, 2005. DOI: 10.1016/j.compstruc.2005.02.021.
   Web of Science ®Google Scholar
• R. E. Erkmen and M. A. Bradford, Nonlinear quasi-viscoelastic behavior of composite beams curved in-plan, J. Eng. Mech., vol. 137, no. 4, pp. 238–247, 2011. DOI: 10.1061/(ASCE)EM.1943-7889.0000221.
   Web of Science ®Google Scholar
• R. E. Erkmen and M. A. Bradford, Time-dependent creep and shrinkage analysis of composite beams curved in-plan, Comput. Struct., vol. 89, no. 1–2, pp. 67–77, 2011. DOI: 10.1016/j.compstruc.2010.08.004.
   Web of Science ®Google Scholar
• Z. P. Bazant, and A. Asghari, Computation of age-dependent relaxation spectra, Cem. Concr. Res., vol. 4, no. 4, pp. 567–579, 1974. DOI: 10.1016/0008-8846(74)90007-6.
   Google Scholar
• Z. P. Bazant and S. S. Kim, Approximate relaxation function for concrete, J. Struct. Div., vol. 105, no. 12, pp. 2695–2705, 1979. DOI: 10.1061/JSDEAG.0005318.
   Google Scholar
• Z. P. Bazant, Mathematical Modeling of Creep and Shrinkage of Concrete, Wiley, New York, 1988.
   Google Scholar
• G. M. Wang, L. Zhu, X. L. Ji, and W. Y. Ji, Finite beam element for curved steel-concrete composite box beams considering time-dependent effect, Materials, vol. 13, no. 15, pp. 3253, 2020. DOI: 10.3390/ma13153253.
   PubMed Web of Science ®Google Scholar
• L. Zhu, J. J. Wang, M. J. Li, C. Chen, and G. M. Wang, Finite beam element with 22 DOF for curved composite box girders considering torsion, distortion, and biaxial slip, Archivcivmecheng, vol. 20, no. 4, pp. 101, 2020. DOI: 10.1007/s43452-020-00098-y.
   Google Scholar
• V. V. Novozhilov and J. M. R. Radok, Thin Shell Theory. London, Springer, 2014.
   Google Scholar
• J. Q. Guo, Z. Z. Fang, and Z. Zheng, Design Theory of Box Girder, China Communication Press, 2008. (in Chinese).
   Google Scholar
• L. R. Herrmann, and F. E. Peterson, A numerical procedure for viscoelastic stress analysis, Proceedings 7th Meeting of ICRPG Mechanical Behavior Working Group, Orlando, FL, 1968.
   Google Scholar
• R. L. Taylor, K. S. Pister, and G. L. Goudreau, Thermomechanical analysis of viscoelastic solids, Int. J. Numer. Meth. Eng., vol. 2, no. 1, pp. 45–79, 1970. DOI: 10.1002/nme.1620020106.
   Google Scholar
• L. Zhu, R. K. L. Su, J. X. Huo, and G. M. Wang, Test of the long-term behavior of curved steel–concrete composite box beams: case study, J. Bridge Eng., vol. 26, no. 9, pp. 05021009, 2021. DOI: 10.1061/(ASCE)BE.1943-5592.0001762.
   Web of Science ®Google Scholar
• J. G. Ollgaard, R. G. Slutter, and J. W. Fisher, Shear strength of stud connectors in lightweight and normal weight concrete, AISC Eng. J., vol. 8, no. 2, pp. 495–506, 1971.
   Google Scholar
• L. Zhu, and R. K. L. Su, Analytical solutions for composite beams with slip, shear-lag and time-dependent effects, Eng. Struct., vol. 152, pp. 559–578, 2017. DOI: 10.1016/j.engstruct.2017.08.071.
   Web of Science ®Google Scholar
• Comite Euro International Du Beton, CEB-FIP Model Code 1990, Thomas Telford, London, 1993.
   Google Scholar