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  • 1
    Electronic Resource
    Electronic Resource
    Springer
    Acta mechanica solida Sinica 5 (1992), S. 323-333 
    ISSN: 0894-9166
    Keywords: boundry element method ; isotropic material
    Source: Springer Online Journal Archives 1860-2000
    Topics: Mechanical Engineering, Materials Science, Production Engineering, Mining and Metallurgy, Traffic Engineering, Precision Mechanics , Physics
    Notes: Abstract The so-called edge problem, i.e., the traction discontinuity at edges or corners of the domain, is solved for the case of the transversely isotropic material being introduced into 3D BEM. The auxiliary relationship equations for the additional traction components are derived and the arbitrary inclination of the isotropic plane of the material is taken into account in the mean time. An example is given, and the comparison of the numerical result of the example with the theoritical solution is also illustrated.
    Type of Medium: Electronic Resource
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  • 2
    Electronic Resource
    Electronic Resource
    Chichester [u.a.] : Wiley-Blackwell
    International Journal for Numerical Methods in Engineering 26 (1988), S. 1403-1431 
    ISSN: 0029-5981
    Keywords: Engineering ; Engineering General
    Source: Wiley InterScience Backfile Collection 1832-2000
    Topics: Mathematics , Technology
    Notes: Buckling of compression flanges of welded I-beams consisting of more than one lamella is characterized by partial loss of contact between the lamella welded to the web and the neighbouring lamella. The boundaries of the contact regions of the buckling modes of the two lamellae are originally unknown. Thus, the present elasto-plastic plate-stability problem is coupled with a contact problem. It represents a unilateral problem because eigenforms with penetrations of lamellae are physically impossible. This problem is solved first for the elastic material domain. The Rayleigh-Ritz method is used for determining symmetric eigenforms. A finite-strip technique is employed for determining unsymmetric eigenforms. The solution of the unilateral elastic plate-buckling problems serves as the starting point for the iterative solution of the corresponding elasto-plastic plate-stability problem. The buckling pressures obtained are compared with corresponding buckling stresses resulting from a classical design procedure disregarding the interaction of the lamellae at buckling.
    Additional Material: 23 Ill.
    Type of Medium: Electronic Resource
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  • 3
    Publication Date: 2016-08-03
    Description: Nature Physics 12, 783 (2016). doi:10.1038/nphys3705 Authors: Han-Ning Dai, Bing Yang, Andreas Reingruber, Xiao-Fan Xu, Xiao Jiang, Yu-Ao Chen, Zhen-Sheng Yuan & Jian-Wei Pan
    Print ISSN: 1745-2473
    Electronic ISSN: 1745-2481
    Topics: Physics
    Published by Springer Nature
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