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Due to the expansion of micro defects, the mechanical properties of structural steel, such as yielding strength, Young's modulus and hardening coefficient will deteriorate under cyclic loadings, and low cycles fatigue failure may take place. Based on continuum damage theory and experimental results, a cumulative damage mechanics model using effective plastic strain is suggested. A general procedure of FEM analysis considering damage cumulation effects is presented and damage crack criterion is proposed as well. Cantilever members subjected to cyclic loading are numerically simulated with FEM program which took the damage cumulation into consideration. The analytical results agree very well with the experiments, and hence, the proposed cumulative damage mechanics model is demonstrated to be accurate enough to simulate the behavior of steel structures under seismic loading. Since the model proposed in the paper can also calculate the cumulation of the damage, it means that the method can also be adopted to access the seismic behavior of steel structures under earthquakes.
Rocznik
Tom
Strony
47--62
Opis fizyczny
Bibliogr. 13 poz., rys., tab., wykr.
Twórcy
autor
- State Key Laboratory for Disaster Reduction in Civil Engineering Tongji University, Shanghai, 200092, CHINA
autor
- State Key Laboratory for Disaster Reduction in Civil Engineering Tongji University, Shanghai, 200092, CHINA
Bibliografia
- [1] Bathe K.J. (1982): Finite Element Procedures. - New Jersey: Prentice Hall.
- [2] Chen R.Y. (2000): Damage Cumulation Analysis of Tall Steel Mega-structures under Seismic Actions. - Doctoral Dissertation, Tongji University (in Chinese).
- [3] Kachanov L.M. (1986): Introduction to Continuum Damage Mechanics. - Dordrecht: Martinus Nijhoff Publishers.
- [4] Krawinkler H. and Zohrei M. (1983): Cumulative damage in steel structures subjected to earthquake ground motions. - Computer and Structure, vol. 16, No. 1-4, pp.531-541.
- [5] Kumar S. and Usami T. (1994): A note on evaluation of damage in steel structures under cyclic loading. - JSCE Journal of Structural Engineering, vol.40A, pp. 177-188.
- [6] Lemaitre J. and Chaboche J.L. (1985): Mécanique des Matériaux Solides. - Paris: Dunod (Chinese Translation, 1997).
- [7] Park Y.J. and Ang A.H.S. (1985): Mechanistic seismic damage model for reinforced concrete. - ASCE Journal of Structural Engineering, vol. 111, No.4, pp.722-739.
- [8] Park Y.J., Ang A.H.S. and Wen Y.K. (1985): Seismic damage analysis of reinforced concrete buildings. - ASCE Journal of Structural Engineering, vol. 111, No.4, pp.740-757.
- [9] Popov E.P., Yang T.S. and Chang S.P. (1998): Design of steel MRF connections before and after 1994 Northridge earthquake. - Engineering Structures, vol.20, No. 12, pp. 1030-1038.
- [10] Rabotnov Y.N. (1969): Creep rupture. - Proceedings of the Twelfth Internal Congress of Applied Mechanics, IUTAM, Standford-Springer-Verlag, Berlin, pp.342-349.
- [11] Shen Z.Y. and Dong B. (1997): An experiment-based cumulative damage mechanics model of steel under cyclic loading. - Advances in Structural Engineering, vol.l, No.l, pp.39-46.
- [12] Yu S.W. and Feng X.Q. (1997): Damage Mechanics. - Beijing, China: Tsinghua University (in Chinese).
- [13] Song Z.S., Gu Q. and Guo B. (2001): Cyclic-loading performance of steel beam-to-column moment connections. - Journal of Building Structures, vol.22, No.l, pp.53-57 (in Chinese).
Typ dokumentu
Bibliografia
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bwmeta1.element.baztech-article-BPZ2-0007-0004