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IssuesArchive of Issues2006-2pp.113-122

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O. V. Trifonov, "On the description of coupled processes of deformation and damage accumulation in structures subjected to intensive loads," Mech. Solids. 41 (2), 113-122 (2006)
Year 2006 Volume 41 Number 2 Pages 113-122
Title On the description of coupled processes of deformation and damage accumulation in structures subjected to intensive loads
Author(s) O. V. Trifonov (Moscow)
Abstract An approach to the description of coupled spatial inelastic deformation and failure of reinforced concrete structures is proposed. The system of constitutive relations is constructed assuming the existence of the load surface in the generalized force space and using the principle of normality of the increment vector of the inelastic components of the generalized strains to the load surface. The key difference between the proposed approach and the existing models is that the processes of damage accumulation and fracture development are taken into account explicitly. The introduction of the damage measures enables a better agreement with the experimental data to be achieved, it also provides a straightforward criterion which can be used to assess the current state of a structural element or the entire structure in the numerical simulations. The applicability of the proposed approach to complex deformation modes is demonstrated by comparing the model predictions with the experimental data on the spatial cyclic deformation of reinforced concrete columns. The approach developed is used to analyze the response of a multistory building to intensive seismic loads modeled by random processes and to obtain possible failure modes of such structures.
References
1.  V. V. Bolotin, Prediction of the Service Life of Machines and Structures [in Russian], Mashinostroenie, Moscow, 1984.
2.  V. V. Bolotin, "Seismic risk assessment for structures with the Monte Carlo simulation," Probabilistic Engineering Mechanics, Vol. 8, pp. 169-177, 1993.
3.  V. V. Bolotin, V. P. Radin, and V. P. Chirkov, "Application of statistical simulation in estimating seismic risk of structures," Izv. AN. MTT [Mechanics of Solids], No. 6, pp. 168-175, 1997.
4.  V. V. Bolotin and O. V. Trifonov, "The limiting analysis of structures subjected to nonstationary dynamic excitations," Izv. AN. MTT [Mechanics of Solids], No. 1, pp. 134-142, 2001.
5.  V. V. Bolotin and O. V. Trifonov, "On the pounding of structures during strong earthquakes," Izv. AN. MTT [Mechanics of Solids], No. 4, pp. 152-162, 2002.
6.  O. V. Trifonov, "Modeling of high-rise buildings as distributed systems subject to damage," Izv. AN. MTT [Mechanics of Solids], No. 3, pp. 178-188, 2005.
7.  J. Lemaitre, A Course on Damage Mechanics, Springer, Berlin, 1992.
8.  J. L. Chaboche, "Continuum damage mechanics: Part I - General concepts. Part II - Damage growth, crack initiation, and crack growth," Trans. ASME. J. Appl. Mech., Vol. 55, No. 1, pp. 59-72, 1988.
9.  J. W. Ju, "On energy-based coupled elastoplastic damage theories: constitutive modeling and computational aspects," Int. J. Solids Structures, Vol. 25, No. 7, pp. 803-833, 1989.
10.  H. Takizawa and H. Aoyama, "Biaxial effects in modelling earthquake response of R/C structures," Earthquake Engineering and Structural Dynamics, Vol. 4, No. 6, pp. 523-552, 1976.
11.  M. Petrangeli, P. E. Pinto, and V. Ciampi, "Fiber element for cyclic bending and shear of RC structures. I: Theory," ASCE, J. Eng. Mech., Vol. 125, No. 9, pp. 994-1001, 1999.
12.  S. N. Bousias, T. B. Panagiotakos, and M. N. Fardis, "Modelling of RC members under cyclic biaxial flexure and axial force," Journal of Earthquake Engineering, Vol. 6, No. 2, pp. 213-238, 2002.
13.  J. F. Borges and A. Ravara, Design of Reinforced Concrete Structures for Seismic Regions [Russian translation], Stroiizdat, Moscow, 1978.
14.  S. Otani, T. Kabeyasawa, H. Shiohara, and H. Aoyama, "Analysis of full scale seven story reinforced concrete test structure," in J. K. Wight (Editor), Earthquake Effects on Reinforced Concrete Structures. U.S.-Japan Research, Publication SP-84, pp. 203-240, American Concrete Institute, Detroit, 1985.
15.  F. Naeim (Editor), The Seismic Design Handbook, Van Nostrand Reinhold, New York, 1989.
16.  L. M. Kachanov, Fundamentals of Plasticity [in Russian], Nauka, Moscow, 1969.
17.  Yu. N. Rabotnov, Mechanics of Solids [in Russian], Nauka, Moscow, 1988.
18.  E. Hairer, S. Nørsett, and G. Wanner, Solving Ordinary Differential Equations. Nonstiff Problems, [Russian translation], Mir, Moscow, 1990.
19.  S. W. Sloan, A. J. Abbo, and D. Sheng, "Refined explicit integration of elastoplastic models with automatic error control," Engineering Computations, Vol. 18, No. 1/2, pp. 121-154, 2001.
20.  V. V. Bolotin, "Statistical theory of the seismic resistance of structures," Izv. AN SSSR. OTN. Mekhanika i Mashinostroenie, No. 4, pp. 123-129, 1959.
21.  V. V. Bolotin, "Statistical theory of the aseismic design of structures," in Proc. 2nd World Conf. Earthquake Engineering. Volume 2, pp. 1365-1374, WCEE, Tokyo, 1960.
Received 10 October 2005
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