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Articles

Structural performance evaluation of an aged structure using a modified plasticity model in inverse solution method

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Pages 1326-1355 | Received 09 Apr 2017, Accepted 10 Oct 2017, Published online: 22 Nov 2017

References

  • Labibzadeh M , Khajehdezfuli A , Khayat M , et al . Elastic strentgh diagnosis of the Dez concrete arch dam using thermal inverse analysis. J Perform Constr Fac (ASCE). 2014;29(6):04014167-1-04014167-12.
  • Labibzadeh M , Khayat M . Heterogeneous and anisotropic long-term concrete damage of the Dez arch dam using thermal inverse analysis. J Inverse Problems Sci Eng. 2015;24(9):1495–1509.
  • Fédération International du Béton . Fib model code for concrete structures 2010. Lausanne: Ernst & Sohn; 2013.
  • Banian Pey Consultant Engineering Company . Final laboratory and field report on geomechanics and construction materials of the Dez dam- Dam height raising project. Water and Power Supply Authority of Khouzestan Province, Iran; 2012.
  • Léger P , Leclerc M . Hydrostatic, temperature, time-displacement model for concrete dams. J Eng Mech. 2007;133(3):267–277.10.1061/(ASCE)0733-9399(2007)133:3(267)
  • Léger P , Seydou S . Seasonal thermal displacements of gravity dams located in northern regions. J Perform Constr Fac. 2009;23(3):166–174.10.1061/(ASCE)0887-3828(2009)23:3(166)
  • Mata J , de Castro AT , da Costa JS . Time-frequency analysis for concrete dam safety control: Correlation between the daily variation of structural response and air temperature. Eng Struct. 2013;48658–48665.
  • Santillán D , Salete E , Toledo M . A methodology for the assessment of the effect of climate change on the thermal-strain–stress behaviour of structures. Eng Struct. 2015;92:123–141.10.1016/j.engstruct.2015.03.001
  • Lubliner J , Oliver J , Oller S , et al . A plastic-damage model for concrete. Int. J. Solids Struct. 1989;25(3):299–326.10.1016/0020-7683(89)90050-4
  • Ghaedi K , Jameel M , Ibrahim Z , et al . Seismic analysis of Roller Compacted Concrete (RCC) dams considering effect of sizes and shapes of galleries. KSCE J Civil Eng. 2016;20(1):261.10.1007/s12205-015-0538-2
  • Ghaedi K , Hejazi F , Ibrahim Z , et al . Flexible foundation effect on seismic analysis of Roller Compacted Concrete (RCC) dams using finite element method. KSCE J Civil Eng. 2017;1–13.
  • Zhang S , Wang G , Pang B , Du C . The effects of strong motion duration on the dynamic response and accumulated damage of concrete gravity dams. Soil Dyn Earthq Eng. 2013;45:112–124.10.1016/j.soildyn.2012.11.011
  • Zhang S , Wang G , Sa W . Damage evaluation of concrete gravity dams under mainshock–aftershock seismic sequences. Soil Dyn Earthq Eng. 2013;50:16–27.10.1016/j.soildyn.2013.02.021
  • Wang G , Wang Y , Lu W , et al . Deterministic 3D seismic damage analysis of Guandi concrete gravity dam: A case study. Eng Struct. 2017;148:263–276.10.1016/j.engstruct.2017.06.060
  • Wang G , Zhang S , Zhou C . Correlation between strong motion durations and damage measures of concrete gravity dams. Soil Dyn Earthq Eng. 2015;69:148–162.10.1016/j.soildyn.2014.11.001
  • Lee J , Fenves GL . Plastic-damage model for cyclic loading of concrete structures. J Eng Mech. 1998;124(8):829–900.
  • Jankowiak T , Lodygowski T . Identification of parameters of concrete damage plasticity constitutive model. J Found Civil Environ Eng. 2005;6:53–69.
  • Birtel V , Mark P . Parameterized finite element modeling of RC beam shear failure. ABAQUS User’s Conference. 2006:95–108.
  • Kmiecik P , Kamiński M . Modelling of reinforced concrete structures and composite structures with concrete strength degradation taken into consideration. J Arch Civil Mech Eng. 2011;11(3):623–636.10.1016/S1644-9665(12)60105-8
  • Labibzadeh M . The numerical simulations of the strengthened RC slabs with CFRPs using standard CDP material model of Abaqus code. Eur J Environ Civil Eng. 2015;19(10):1268–1287.10.1080/19648189.2015.1013637
  • Labibzadeh M , Elahifar T . An enhanced finite element model for reinforced concrete two-way slabs strengthened with carbon fiber reinforced polymers. J Struct Eng Int. 2015;25:81–90.10.2749/101686614X14043795570093
  • Labibzadeh M , Zakeri M , Shoaib A . A new method for CDP input parameter identification of the ABAQUS software guaranteeing uniqueness and precision. Int J Struct Eng. 2017;8(2):264–284.
  • HsuL S , Hsu CTT . Complete stress-strain behavior of high-strength concrete under compression. J Mag Concrete Res. 1994;46(169):301–312.
  • Wahalathantri BL , Thambiratnam DP , Chan THT , et al. A material model for flextural crack simulation in reinforced concrete elements using ABAQUS. EddBE Proceedings; 2011, Brisbane. p. 260–264.
  • Kupfer H , Hilsdorf HK . Behavior of concrete under biaxial stresses. ACI J. 1969;656–666.
  • Nayal R , Rasheed HA . Tension stiffening model for concrete beams reinforced with steel and FRP bars. J Mater Civil Eng. 2006;18(6):831–841.10.1061/(ASCE)0899-1561(2006)18:6(831)
  • Enochsson O , Lundqvist J , Täljsten B , et al . CFRP strengthened openings in two-way concrete slabs-An experimental and numerical study. J Constr Build Mater. 2007;21:810–826.10.1016/j.conbuildmat.2006.06.009
  • Abaqus, Theory Manual, version 6.11, Dassault systems, 2007.
  • Naik TR . Temperature effects on concrete. Philadelphia (PA): American Society for Testing and Materials; 1985.10.1520/STP858-EB

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