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Rheological model incorporating gap element

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Abstract

Viscoelastic materials undergo creep due to elasticity and viscosity, two intrinsic material characteristics, and a representative rheological model can be constructed for creep behavior analysis. Based on the viscoelasticity theory, this model simulates creep by formalizing elastic and viscous deformations in spring and dash-pot elements, respectively. However, most materials have internal gaps caused by the generation process, changes in the internal or external stress, etc. In this paper, a rheological model is proposed in which a gap is introduced; hence, the phenomenological behaviors are formalized using spring, dash-pot, and gap elements. The gap element has strain, but no material property. The opening or closing of the gap according to time history influences the structural changes in the model. Owing to the gap element, the energy due to external forces is dissipated before the gap is closed. After the gap is closed, it is converted and stored as internal strain energy in the spring element, which causes creep recovery. The proposed rheological model has two types, which depend on the element combination. Further, a generalized model is obtained by constructing n models on the basis of the element material properties. To validate the proposed rheological model for various stress conditions, the results predicted by three creep models (the proposed model, Burgers model, and the step-by-step method) are compared with the previously experimental results of concrete specimens because there is a large difference between the evaluations of internally stored strain energy by the creep prediction models. Analysis of a stepwise loading case and an unloading case reveal the following characteristics and mechanism of the model. When additional stress is applied, the principle of superposition is not applied to the proposed model. Instead, the model predicts creep by considering the linearity and structural change of each element. In addition, the proposed model simulates creep recovery and permanent strain more precisely compared to other creep models, which occur due to stress removal, by considering the structural change caused by the gap.

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References

  1. Gatuingt F, Pijaudier-Cabot G (2002) Coupled damage and plasticity modelling in transient dynamic analysis of concrete. Int J Numer Anal Methods Geomech 26(1):1–24

    Article  Google Scholar 

  2. Barpi F (2004) Impact behaviour of concrete: a computational approach. Eng Fract Mech 71(15):2197–2213

    Article  Google Scholar 

  3. Jirásek M, Bažant ZP (2002) Inelastic analysis of structures. Wiley, New York

    Google Scholar 

  4. Bažant ZP, Wu ST (1973) Dirichlet series creep function for aging concrete. ASCE J Eng Mech Div 99(EM2):367–387

    Google Scholar 

  5. Bažant ZP, Wu ST (1974) Rate-type creep law of aging concrete based on Maxwell chain. Matér Constr 7(1):45–60

    Article  Google Scholar 

  6. Emmerich H, Korn M (1987) Incorporation of attenuation into time-domain computations of seismic wave fields. Geophysics 52(9):1252–1264

    Article  Google Scholar 

  7. Carcione JM, Kosloff D, Kosloff R (1988) Wave propagation simulation in a linear viscoacoustic medium. Geophys J Int 93(2):393–401

    Article  Google Scholar 

  8. Carcione JM, Kosloff D, Kosloff R (1988) Wave propagation simulation in a linear viscoelastic medium. Geophys J Int 95(3):597–611

    Article  Google Scholar 

  9. Vaishnav RN, Kesler CE (1961) Correlation of creep of concrete with its dynamic properties. T. and A.M. Report No. 603, University of Illinois, Urbana, IL 194

  10. Hansen C (1966) Theories of multi-phase materials applied to concrete, cement mortar and cement paste. In: International conference on the structure of concrete, cement, and concrete association, London, UK pp 24–36

  11. Chang TS, Kesler CE (1956) Correlation of sonic properties of concrete with creep and relaxation. ASTM Proc 56:1257–1272

    Google Scholar 

  12. Oloyede A, Flachsmann R, Broom ND (1992) The dramatic influence of loading velocity on the compressive response of articular cartilage. Connect Tissue Res 27(4):211–224

    Article  Google Scholar 

  13. Reynolds T, Harris R, Chang WS (2013) Viscoelastic embedment behaviour of dowels and screws in timber under in-service vibration. Eur J Wood Wood Prod 71(5):623–634

    Article  Google Scholar 

  14. CEB (1999) Structural concrete-textbook on behavior, design and performance. Updated knowledge of the CEB/FIP model code 1990 fib Bulletin 2(2):37–52

  15. Gardner NJ (2004) Comparison of prediction provisions for drying shrinkage and creep of normal-strength concretes. Can J Civ Eng 31(5):767–775

    Article  Google Scholar 

  16. Videla CC, Carreira DJ, Garner NJ (2008) Guide for modeling and calculating shrinkage and creep in hardened concrete. In: ACI, 209

  17. Faber O (1927) Plastic yield, shrinkage and other problems of concrete and their effects on design. Min Proc 225(1928):27–73

    Google Scholar 

  18. Bažant ZP (1972) Prediction of concrete creep effects using age-adjusted effective. J Am Concrete Inst 69(4):212–217

    Google Scholar 

  19. Glanville WH (1930) Studies in reinforced concrete—III, the creep or flow of concrete under load. Building Research Technical Paper No. 12. London: Dept of Scientific and Industrial Research

  20. Ranzi G, Gilbert RI (2010) Time-dependent behaviour of concrete structures. Spon Press, London

    Google Scholar 

  21. Park YS, Lee YH (2016) Incremental model formulation of age-dependent concrete character and its application. Eng Struct 126:328–342

    Article  Google Scholar 

  22. Park YS, Lee YH, Lee Y (2016) Description of concrete creep under time-varying stress using parallel creep curve. Adv Mater Sci Eng Article ID 9370514, 13

  23. Yue LL, Taerwe L (1993) Two-function method for the prediction of concrete creep under decreasing stress. Mater Struct 26(5):268–273

    Article  Google Scholar 

  24. Mei SQ, Zhang JC, Wang YF, Zou RF (2017) Creep-recovery of normal strength and high strength concrete. Constr Build Mater 156:175–183

    Article  Google Scholar 

  25. Gardner NJ, Tsuruta H (2004) Is superposition of creep strains valid for concretes subjected to drying creep? ACI Mater J 101(5):409–415

    Google Scholar 

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Acknowledgements

This research was supported by Basic Science Research Program through the National Research Foundation of Korea (NRF) funded by the Ministry of Education (2017R1A6A3A01007088).

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Correspondence to Yeong-Seong Park.

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Park, YS. Rheological model incorporating gap element. Mater Struct 51, 109 (2018). https://doi.org/10.1617/s11527-018-1235-7

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