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The Global ETD Search service is a free service for researchers
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Networked Digital Library of Theses and Dissertations.
Our metadata is collected from universities around the world. If you manage a university/consortium/country archive and want to be added, details can be found on the NDLTD website.
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Showing 1 to 10 of 27 (0.159 seconds)Spelling suggestions: "subject:"entrains anda stresses amathematical models"" "subject:"entrains anda stresses dmathematical models""
| 1 |
INELASTIC STRESS ANALYSIS OF SOLIDSCallabresi, Melvin LeRoy, 1939- January 1970 (has links)
No description available.
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| 2 |
Shear force distribution in beams with eccentric rectangular web openings by the finite element methodBrice-Nash, Richard Lee January 2010 (has links)
Digitized by Kansas Correctional Industries
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| 3 |
Estimation in a stress-strength model in the case of the generalized gamma distributionTakashima, Russell M. 01 April 2002 (has links)
No description available.
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| 4 |
A COMPARATIVE STUDY OF DISPLACEMENT, HYBRID AND MIXED FINITE ELEMENT METHODS IN CUT-OUT AND INCLUSION PROBLEMS.Chidambaram, Natarajan V. January 1984 (has links)
No description available.
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| 5 |
ASSUMED STRESS FUNCTION FINITE ELEMENT METHOD (STRUCTURES, COMPLEMENTARY ENERGY, BLENDING INTERPOLATION).SARIGUL, NESRIN. January 1984 (has links)
A finite element formulation, based on assumed stress functions, is developed for the linear elastic analysis of the stresses in two-dimensional elasticity problems, including multiply-connected regions and flat plate bending. For planar analysis the Airy stress function is utilized. The physical significance of the Airy stress function and its normal derivatives are brought out. A new technique is introduced to account for traction type boundary conditions. A family of rectangular finite elements, which enables the direct insertion of stress type boundary conditions, and two higher-order rectangular elements which enable continuous stress variations along the interelement boundaries are constructed using blending function interpolants. In addition, a C° continuous triangular plate bending element is adapted for use as a plate stretching element. The Southwell stress function is employed for the analysis of flat plates in bending. A computer program is developed to substantiate the proposed methodology. The formulations are evaluated through the comparison of solutions obtained from the proposed method with classical solutions and solutions obtained from the assumed displacement finite element method. The elements are evaluated by solving the same example problem with different element types. Extensions of the proposed method to account for body forces, initial stresses, material nonlinearities, and shells are briefly discussed. It is demonstrated that the proposed method can directly be integrated with minimal modifications into existing general purpose finite element programs.
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| 6 |
Modification of track-etched membrane structure and performance via uniaxial stretchingWorrel, Leah Salathe 28 August 2008 (has links)
Not available / text
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| 7 |
Ultimate strength design of R/C columns by numerical integration methodYeung, David Ho-Fung, 1946- January 1975 (has links)
No description available.
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| 8 |
Stress distribution and failure mode of dental ceramic structures under Hertzian indentation董旭東, Dong, Xudong. January 2001 (has links)
published_or_final_version / Dentistry / Doctoral / Doctor of Philosophy
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| 9 |
Wheel load equivalencies for flexible pavementsOrozco Zepeda, Jose de Jesus January 1981 (has links)
No description available.
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| 10 |
Buckling of portal frames under combined loadsGhazvinian, Amir Behrooz January 1981 (has links)
No description available.
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