71 |
Extensional flow of macromolecules in solutionMueller, A. J. January 1989 (has links)
No description available.
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72 |
The photogeneration of defects in conducting polymersDanielsen, P. L. January 1986 (has links)
No description available.
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73 |
The tribology of ceramic guides and textile fibresRamsey, Philip Michael January 1989 (has links)
No description available.
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74 |
CONSTITUTIVE MODELLING OF CONCRETE AND ROCKS UNDER MULTIAXIAL COMPRESSIVE LOADINGS.SALAMI, MOHAMMAD REZA. January 1986 (has links)
Characterization of stress-deformation behavior of concrete and rocks have been a subject of active research for a long time. Linear elastic, nonlinear (piecewise) linear elastic, elastic-plastic and endochronic models have been proposed and used by various investigators and the literature on the subjects is very wide. A review of various models together with their implementation is numerical (finite element) procedures is presented in Ref. (77). The primary objective of the present study is to develop a generalized constitutive model based on the theory of plasticity. Although such a model can be used for a wide range of materials, in this dissertation its applications to plain concrete and rocks are emphasised. One of the main objectives of this dissertation is to study constitutive behavior of concrete and soapstone under multiaxial load histories by using a truly triaxial or multiaxial testing device. The truly triaxial device is capable of applying a general three-dimensional state of stress. Samples can be tested along any three dimensional stress path. Therefore, constitutive behavior of concrete and soapstone can be studied under all possible states of stress. The conventional, octahedral, proportional loading and circular stress test series are conducted using the truly triaxial cubical device. For meaningful results, samples with consistent initial properties are essential. In order to produce samples with uniform initial properties such as density, equipment and procedures are developed to standardize the sample preparation process. The test data is used to determine the material constants associated with the proposed constitutive model. The model is then verified by back-predicting the stress-strain curves obtained from the laboratory.
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75 |
OPTICAL PROPERTIES OF CARBON FROM THE FAR INFRARED TO THE FAR ULTRAVIOLET.EDOH, OTTO. January 1983 (has links)
Optical properties of carbon are studied in bulk state from λ ∿ 0.05 to 100 μm for graphite, and from λ ∿ 0.05 to 1000 μm for glassy carbon; in small particle state, the optical studies cover the spectral range going from λ ∿ 0.1 to 100 μm for all the materials. A Kramers-Kronig analysis of near normal reflectance data and/or a reflectance data fit to a Drude-Lorentz model gave bulk optical constants. These optical constants are used in theoretical calculations of extinction and the results compared with experimental results obtained from measurements of a variety of carbon particles. It is inferred that the high experimentally observed extinction is mainly due to a shape effect.
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76 |
FLEXURAL STIFFNESS OF CIRCULAR REINFORCED CONCRETE COLUMNS (SLENDERNESS, ACI CODE, LOAD, DESIGN)Alameddine, Fadel, 1964- January 1986 (has links)
No description available.
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77 |
Growth and characterisation of anodic oxide and sulphide films on Cdâ†xHgâ†1â†-â†xTe (CMT) using in-situ ellipsometry and surface second harmonic generationWark, Alastair William January 2000 (has links)
No description available.
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78 |
Thermally conducting polymersLadbury, John Edward Simon Durham January 1990 (has links)
No description available.
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79 |
The effect of additives on Portland cement hydrationDunster, A. M. January 1987 (has links)
No description available.
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80 |
Physical properties of cyclic and linear poly(dimethylsiloxanes)Orrah, D. J. January 1987 (has links)
No description available.
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