MARC details
| 000 -LEADER |
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| fixed length control field |
02403nam a2200229Ia 4500 |
| 003 - CONTROL NUMBER IDENTIFIER |
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| control field |
MX-MdCICY |
| 005 - DATE AND TIME OF LATEST TRANSACTION |
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| control field |
20250625140646.0 |
| 040 ## - CATALOGING SOURCE |
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| Transcribing agency |
CICY |
| 090 ## - LOCALLY ASSIGNED LC-TYPE CALL NUMBER (OCLC); LOCAL CALL NUMBER (RLIN) |
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| Classification number (OCLC) (R) ; Classification number, CALL (RLIN) (NR) |
B-11245 |
| 008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION |
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| fixed length control field |
250602s9999 xx |||||s2 |||| ||und|d |
| 245 10 - TITLE STATEMENT |
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| Title |
Transient elastodynamic antiplane crack analysis of anisotropic solids |
| 490 0# - SERIES STATEMENT |
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| Volume/sequential designation |
International Journal of Solids and Structures, 37, p.6107-6130, 2000 |
| 520 3# - SUMMARY, ETC. |
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| Summary, etc. |
Transient elastodynamic analysis of an antiplane crack in anisotropic solids is presented. A time-domain traction boundary integral equation (BIE)method is applied for this purpose. The traction BIE is hypersingular and has the crack-opening-displacement as its fundamental unknown quantity. Unlike the usual time-domain BIE method the present formulation applies a convolution quadrature developed by Lubich (Lubich, C., 1988a,b. Convolution quadrature and discretized operational calculus. Numer. Math. 52, 129_}145 (Part I), 413_}425 (Part II)) which requires only the Laplace-domain instead of the time-domain Green's functions. The spatial variation of the crack- opening-displacement is approximated by an inRnite series of Chebyshev polynomials which take the local behavior of the crack-opening-displacement at crack-tips into account. By using a Galerkin method, the time-domain BIE is converted into a system of linear algebraic equations which can be solved step by step. Special attention is devoted to the computation of dynamic stress intensity factors of an antiplane crack in generally anisotropic solids. Numerical results for isotropic solids are presented and compared with the well-known analytical results of Thau and Lu (Thau, S.A., Lu, T.H., 1970. Di_raction of transient horizontal shear waves by a Rnite crack and a Rnite rigid ribbon. Int. J. Enggn. Sci. 8, 857_}874), to check the accuracy and e.ciency of the present time-domain BIE method. The e_ect of the material anisotropy on the dynamic stress intensity factors is analyzed via several numerical examples. |
| 650 14 - SUBJECT ADDED ENTRY--TOPICAL TERM |
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| Topical term or geographic name entry element |
ANISOTROPIC SOLIDS |
| 650 14 - SUBJECT ADDED ENTRY--TOPICAL TERM |
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| Topical term or geographic name entry element |
ELASTODYNAMICS |
| 650 14 - SUBJECT ADDED ENTRY--TOPICAL TERM |
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| Topical term or geographic name entry element |
TRANSIENT DYNAMIC CRACK ANALYSIS |
| 650 14 - SUBJECT ADDED ENTRY--TOPICAL TERM |
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| Topical term or geographic name entry element |
ELASTIC WAVE SCATTERING |
| 650 14 - SUBJECT ADDED ENTRY--TOPICAL TERM |
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| Topical term or geographic name entry element |
BOUNDARY INTEGRAL EQUATIONS |
| 700 12 - ADDED ENTRY--PERSONAL NAME |
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| Personal name |
Zhang, Ch. |
| 856 40 - ELECTRONIC LOCATION AND ACCESS |
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| Uniform Resource Identifier |
<a href="https://drive.google.com/file/d/1xHFuexS3WHj433g1fgDfxxG0G8WIAsCb/view?usp=drivesdk">https://drive.google.com/file/d/1xHFuexS3WHj433g1fgDfxxG0G8WIAsCb/view?usp=drivesdk</a> |
| Public note |
Para ver el documento ingresa a Google con tu cuenta: @cicy.edu.mx |
| 942 ## - ADDED ENTRY ELEMENTS (KOHA) |
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| Source of classification or shelving scheme |
Clasificación local |
| Koha item type |
Documentos solicitados |
