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Języki publikacji
Abstrakty
During seismic events, the gravity loads may cause a reduction of the lateral stiffness of structures; inelastic deformations combined with horizontal loads (P-Δ effect) can bring to a state of dynamic instability that obviously influences building safety. Especially for flexible structures, the P-Δ effect amplifies structural deformations and resultants stresses, and thus may represent a source of sideway collapse. Since this type of collapse is the result of progressive accumulation of plastic deformation on structural components, the specific objective of this works is to study this effect on a three floor metallic frame (made of aluminium alloy). A non-linear finite element (FE) model of the frame has been developed to study the dynamic non-linear behaviour of the structure, and compare it with the experimental results obtained from a scaled model of the real structure. The FE model, where a simple isotropic hardening behaviour was assumed for the material, was not able to reproduce the real behaviour of the structure. Rather, the correct description of the cyclic plastic behaviour of the material was essential for the numerical analysis of the structure. The characterization of the non-linear behaviour of the material was made by cyclic tension–compression tests on material specimen, from which the coefficients of Chaboche's model were properly calibrated. In this way, the finite element model of the structure provided results in optimum agreement with the experimental ones, and was able to predict the lateral collapse very well.
Czasopismo
Rocznik
Tom
Strony
761--775
Opis fizyczny
Bibliogr. 33 poz., fot., rys., wykr.
Twórcy
Bibliografia
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- [2] C. Adam, C. Jager, Seismic collapse capacity of basic inelastic structures vulnerable to the P-delta effect, Earthquake Engineering and Structural Dynamics 41 (4) (2012) 775–793.
- [3] D. Isidori, E. Concettoni, C. Cristalli, L. Soria, S. Lenci, Proof of concept of the structural health monitoring of framed structures by a novel combined experimental and theoretical approach, Structural Control and Health Monitoring 23 (5) (2016) 802–824.
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- [5] D. Bernal, Instability of buildings during seismic response, Engineering Structures 20 (4–6) (1998) 496–502.
- [6] E.L. Wilson, A. Habibullah, Static and dynamic analysis of multi-story buildings including p-delta effects, Earthquake Spectra 2 (1987) 289–298.
- [7] A. Rutemberg, Simplified p-delta analysis for asymmetric structures, Journal of the Structural Division 108 (9) (1982) 1995–2013.
- [8] E. Miranda, M. Asce, S.D. Akkar, Dynamic instability of simple structural systems, Journal of Structural Engineering 129 (2003) 1722–1726.
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- [10] D.A. Tibaduiza, L.E. Mujica, J. Rodellar, Damage classification in structural health monitoring using principal component analysis and self-organizing maps, Structural Control & Health Monitoring 10 (2012) 1303–1316.
- [11] Z. Xia, D. Kujawski, F. Ellyin, Effect of mean stress and ratcheting strain on fatigue life of steel, International Journal of Fatigue 5 (1996) 335–341.
- [12] K. Morita, M. Teshigawara, T. Hamamoto, Detection and estimation of damage to steel frames through shaking table tests, Structural Control & Health Monitoring 12 (3–4) (2005) 357–380.
- [13] Y. Duy, W. Zhenlin, A new approach to low-cycle fatigue damage based on exhaustion of static toughness and dissipation of cyclic plastic strain energy during fatigue, International Journal of Fatigue 23 (8) (2001) 679–687.
- [14] Y. Araki, K.D. Hjelmstad, Criteria for assessing dynamic collapse of elastoplastic structural systems, Earthquake Engineering & Structural Dynamics 29 (2000) 1177–1198.
- [15] K.J. Weinmann, A.H. Rosenberger, L.R. Sanchez, B.F. von Turkovich, The Bauschinger effect of sheet metal under cyclic reverse pure bending, CIRP Annual – Manufacturing Technology 37 (1988) 289–293.
- [16] H. Zaiqian, E.F. Rauch, C. Teodosiu, Work-hardening behavior of mild steel under stress reversal at large strains, International Journal of Plasticity 8 (7) (1992) 839–856.
- [17] W. Prager, A new method of analyzing stresses and strains in work-hardening plastic solids, Journal of Applied Mechanics – Transactions of the ASME 78 (493) (1956).
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- [19] P.J. Armstrong, C.O. Frederick, A Mathematical Representation of the Multiaxial Bauschinger Effect, 1966 G.E.G.B. Report No. RD/B/N 731.
- [20] J. Chaboche, Time independent constitutive theories for cyclic plasticity, International Journal of Plasticity 2 (2) (1986) 149–188.
- [21] J. Chaboche, Constitutive equations for cyclic plasticity and cyclic viscoplasticity, International Journal of Plasticity 5 (3) (1989) 247–302.
- [22] European Committee for Standardization, Metallic Materials – Tensile Testing, 2001.
- [23] European Committee for Standardization (CEN), 2007 Eurocode 9: Design of Aluminum Structures. Part. 1-1: Structural Rules, 2007 EN 1999-1-1:2007.
- [24] ASTM Standard E 606-92, Standard Practice for Strain- Controlled Fatigue Testing, 2004.
- [25] G.B. Broggiato, F. Campana, L. Cortese, E. Mancini, Comparison between two experimental procedures for cyclic plastic characterization of high strength steel sheets, Journal of Engineering Materials and Technology, Transactions of the ASME 134 (4) (2012) 1–9.
- [26] F. Yoshida, T. Uemori, A model of large-strain cyclic plasticity describing the Bauschinger effect and workhardening stagnation, International Journal of Plasticity 18 (2002) 661– 686.
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Uwagi
PL
Opracowanie ze środków MNiSW w ramach umowy 812/P-DUN/2016 na działalność upowszechniającą naukę (zadania 2017)
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-1565b221-3d13-4fd8-a18f-2c35a0a8476f