- About
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The Global ETD Search service is a free service for researchers
to find electronic theses and dissertations. This service is
provided by the
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.
Search results
Showing 11 to 20 of 212 (0.011 seconds)| 11 |
Dynamic soil structure interaction of buried concrete structures under the effect of blast loadsNagy, N. M. A. January 2007 (has links)
No description available.
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| 12 |
The assessment of inadequate anchorage in reinforced concrete structuresBaldwin, Marc Lllya January 1995 (has links)
No description available.
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| 13 |
The Effects of Workmanship and Configuration of Glass Fibre Reinforced Polymer Sheet Strengthening on the Behaviour of Reinforced Concrete BeamsLewis, Jennifer January 2008 (has links)
No description available.
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| 14 |
An investigation into the dynamic debonding of grouted prestressing tendons after sudden release of loadBelhadj, Ali January 1995 (has links)
No description available.
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| 15 |
The effect of creep and moisture conditions on the failure of concrete under uniaxial tension stressDomone, P. L. J. January 1972 (has links)
This thesis describes work carried out on the properties of plain concrete under uniaxial tensile stress, using the test method previously developed at University College. In the first chapter a review is made of the present state of knowledge of the structure of concrete, shrinkage and creep properties, and the behaviour of concrete under short-term loading, wherever possible comparing properties under tension and compression. 'The importance of cracking is also discussed. An initial test series was carried out to determine the effectiveness of the test method, and its inherent variability. It proved to be satisfactory in both respects. Strains were measured by internal vibrating wire gauges, which were found to have a small, but significant effect on failure stress. This, however, could be allowed for. The main test series was designed to assess the effect of shrinkage (for a period of up to 21 days) and creep (for a period of up to 14 days at 35% ultimate load) on the short-term failure properties (stress, strain and Young's modulus) of seven different mixes. Specimens could be under immersed, sealed or air drying ambient conditions. The results show that any variation in properties is not significantly greater than the inherent variation of the test system. The influence of mix proportions and curing conditions on the tensile short-term failure properties and the ultrasonic pulse velocity of the concrete is discussed. The third test series was designed to study the effects of tension on several well-known phenomena of compressive creep, i.e. creep recovery, combined creep and shrinkage, creep under fluctuating humidity, and creep at all levels of loading up to 90%of the ultimate short-term strength. Similar trends to those in compression were observed, and existing theories of creep, and the influence of cracking are examined in the light of these results.
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Investigation of the thermo-structural response of axially loaded concrete masonry walls using a model test methodologyLaverty, Danny Anthony January 2001 (has links)
No description available.
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Fundamental Behaviour in Bending and Shear of Reinforced ConcreteTaylor, H. P. J. January 1971 (has links)
No description available.
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The variation of stress and strain with time for concrete under direct tension and compressionIllston, John Michael January 1964 (has links)
No description available.
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Post-cracking behaviour of reinforced concrete deep beamsAl-Najim, A. G. January 1981 (has links)
No description available.
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Shear and moment resistance in reinforced concrete flat plates at edge columnsZakaria, Khalid A. A. January 1978 (has links)
No description available.
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