- 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 142 (0.091 seconds)| 11 |
Early-age behavior of CRCP and its implications for long-term performanceNam, Jeong-Hee 28 August 2008 (has links)
Not available / text
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| 12 |
Compaction effects on asphaltic concrete durabilityAl-Marshed, Abdulaziz Mohammed January 1981 (has links)
No description available.
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| 13 |
STRUCTURAL INTERACTION OF CIRCULAR REINFORCED FLAT SLABSNightingale, Richard Irvine, 1930- January 1970 (has links)
No description available.
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| 14 |
Epoxy concreteGoetz, John Lawrence, 1944- January 1969 (has links)
No description available.
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| 15 |
A study of the fracture mechanism of concreteGlancy, John James, 1941- January 1966 (has links)
No description available.
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| 16 |
Tensile testing of asphaltic concreteAl-Juraiban, Sulaiman Abdullah, 1946- January 1976 (has links)
No description available.
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| 17 |
Direct models in combined stress investigation.Syamal, Pradip Kumar. January 1969 (has links)
No description available.
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| 18 |
Quantitative ultrasonic evaluation of concreteWhitcomb, Richard W. 12 1900 (has links)
No description available.
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| 19 |
An experimental investigation of the 'preflex' ̓method of prestressing concreteMink, Frank A. 05 1900 (has links)
No description available.
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| 20 |
Investigation of bond of deformed bars in plain and steel-fiber-reinforced concrete under reversed cyclic loadingPanda, A. K. January 1980 (has links)
The influence of reversed low cyclic loading on the bond behaviour of deformed bars in plain as well as steel-fiber-reinforced concrete has been studied experimentally and is discussed in this thesis.
In total, ten specimens consisting of two plain concrete and eight steel-fiber reinforced specimens were tested to failure. The variables were the mix proportions, the size and shape of the steel fibers and the pattern of loading. The results indicate that the most important factor affecting bond or stress transfer is the peak stress reached in the previous cycle. It was observed that steel-fiber-reinforced concrete exhibits higher bond strength, improved stiffness and less bond-deterioration under reversed cyclic loading than plain concrete. It was also found that steel fibers make a definite contribution
to crack control and better serviceability. / Applied Science, Faculty of / Civil Engineering, Department of / Graduate
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