Abstract
Many plates used in practical engineering are strengthened by stiffeners to achieve high strength and low structural weight. Stiffeners are usually placed along the orthogonal directions. Thus a plate strengthened with stiffeners will exhibit structural plane orthotropy with two orthogonal axes of symmetry (Tsai, 1968; Daniel and Ishai, 1994).
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References
Daniel IM, Ishai O (1994) Engineering mechanics of composite materials, Oxford University Press
Hill R (1950) The mathematical theory of plasticity, Clarendon Press, Oxford
Hodge PG (1963) Limit analysis of rotationally symmetric plates and shells, Prentice-Hall, New Jersey
Ma GW, Gama BA, Gillespie JW Jr (2002) Plastic limit analysis of cylindrically orthotropic circular plates. Composite Structures, 55(4):455–466
Ma GW, Hao H, Iwasaki S (1999a) Plastic limit analysis of a clamped circular plate with unified yield criterion. Structural Engineering and Mechanics, 7(5):513–525
Ma GW, Hao H, Iwasaki S (1999b) Unified plastic limit analysis of circular plates under arbitrary load. J. Appl. Mech., ASME, 66(2):568–570
Ma GW, Iwasaki S, Miyamoto Y, Deto H (1998) Plastic limit analysis of circular plates with respect to the unified yield criterion. Int. J. Mech. Sci., 40(10):963–976
Markowitz J, Hu LW (1965) Plastic analysis of orthotropic circular plates. Proc. ASCE, J. Eng. Mech. Div., 90(EM5):251–259
Save MA (1985) Limit analysis of plates and shells: Research over two decades, J. Struct. Mech. 13:343–370
Save MA, Massonnet CE, Saxce G de (1997) Plastic limit analysis of plates, shells and disks, Elsevier, Amsterdam
Tsai SW (1968) Strength theories of filamentary structures. In: Schwartz RT, Schwartz HS (eds.) Fundamental aspects of fiber reinforced plastic composites. Wiley Interscience, New York, 3–11
Yu MH (1961a) General behaviour of isotropic yield function. Res. Report of Xi’an Jiaotong University. Xi’an, China (in Chinese)
Yu MH (1961b) Plastic potential and flow rules associated singular yield criterion, Res. Report of Xi’an Jiaotong University. Xi’an, China (in Chinese)
Yu MH (1983) Twin shear stress yield criterion. Int. J. Mech. Sci., 25(1):71–74
Yu MH (1994) Unified strength theory for geomaterials and its applications. Chinese. J. Geotechnical Engineering, 16(2):1–10 (in Chinese, English abstract)
Yu MH (2004) Unified strength theory and its applications. Springer, Berlin
Yu MH, He LN (1991) A new model and theory on yield and failure of materials under the complex stress state. In: Jono M, Inoue T (eds.). Mechanical Behavior of Materials-VI. Pergamon Press, Oxford, 3:841–846
Yu MH, He LN, Liu CY (1992) Generalized twin shear stress yield criterion and its generalization. Chinese Science Bulletin, 37(24):2085–2089
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© 2009 Zhejiang University Press, Hangzhou and Springer-Verlag GmbH Berlin
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(2009). Plastic Analysis of Orthogonal Circular Plate. In: Structural Plasticity. Advanced Topics in Science and Technology in China. Springer, Berlin, Heidelberg. https://doi.org/10.1007/978-3-540-88152-0_13
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DOI: https://doi.org/10.1007/978-3-540-88152-0_13
Publisher Name: Springer, Berlin, Heidelberg
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