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The Global ETD Search service is a free service for researchers
to find electronic theses and dissertations. This service is
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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 31 to 40 of 45 (0.064 seconds)Spelling suggestions: "subject:"matematerials - creep."" "subject:"matematerials - greep.""
| 31 |
Mechanisms of creep crack growth in a Cu-1 wt.% Sb alloyStaley, James T. 05 1900 (has links)
No description available.
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| 32 |
A methodology for probabilistic remaining creep life assessment of gas turbine componentsLiu, Zhimin 08 1900 (has links)
No description available.
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| 33 |
Creep lifing methods for components under high temperature creepAbdallah, Zakaria January 2010 (has links)
No description available.
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| 34 |
Creep Performance and Analysis of Buffer Material in a Nuclear Waste Disposal VaultYiotis, Demosthenes 08 1900 (has links)
No description available.
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| 35 |
Diffusional creep of fine-grained MgO - MgCr₂O4 ceramics /Prunier, Arthur R. January 1984 (has links)
No description available.
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| 36 |
Plastic flow of single-crystal olivine.Durham, William Bryan January 1975 (has links)
Thesis. 1975. Ph.D. cn--Massachusetts Institute of Technology. Dept. of Earth and Planetary Sciences. / Microfiche copy available in Archives and Science. / Vita. / Bibliography: leaves 180-186. / Ph.D.cn
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| 37 |
An experimental investigation of dislocation glide in olivineBlake, Brenda Jean January 1976 (has links)
Thesis. 1976. M.S. cn--Massachusetts Institute of Technology. Dept. of Earth and Planetary Sciences. / Microfiche copy available in Archives and Science. / Bibliography: leaves 39-40. / by Brenda J. Blake. / M.S.cn
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| 38 |
Stress changes in reinforced concrete members due to creepSimmons, Howell Barnett January 1963 (has links)
Under sustained loads plain concrete and concrete members experience the phenomenon known as creep. Creep varies in rate and magnitude depending upon the nature and magnitude of load and upon the physical characteristics of the concrete. From a review of the literature, creep coefficients are studied as to how the values are affected by mixes, loadings, time, curing, and quality of aggregates and materials.
Within the allowable working stress range of concrete, creep strain can be considered proportional to the induced stress. Assuming known stress - creep strain - time relations, a series of equations have been derived analytically to calculate the stress changes in both the steel and concrete in reinforced concrete beams of rectangular cross-section due to creep relaxation. The data has been tabulated and graphed. Extensive use of the digital computer has been made to thoroughly investigate these stress changes within a wide range of parameters including these stress changes within a wide range of parameters including magnitude of load, strength of concrete, geometric proportion of the beams, and the amount and type of reinforcing steel. / Master of Science
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| 39 |
An effective solution algorithm for finite element thermo-elastic-plastic and creep analysisSnyder, Mark D January 1981 (has links)
Thesis (Ph.D.)--Massachusetts Institute of Technology, Dept. of Mechanical Engineering, 1981. / MICROFICHE COPY AVAILABLE IN ARCHIVES AND ENGINEERING. / Includes bibliographical references. / by Mark D. Snyder. / Ph.D.
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| 40 |
Redistribution of bending moment in continous structures of reinforced concreteHsu, Ko-chi 09 November 2012 (has links)
Generalized moment-curvature relations of reinforced concrete members for various cases have been developed. For a limited range of parameters, graphs have been prepared. With these graphs, and within the range of the parameters given, is possible to solve statically indeterminate structures of reinforced concrete with accuracy taking account of the effects of creep in the concrete. / Master of Science
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