• Refine Query
  • Source
  • Publication year
  • to
  • Language
  • 216
  • 129
  • 17
  • 13
  • 13
  • 12
  • 12
  • 12
  • 12
  • 11
  • 11
  • 8
  • 4
  • 4
  • 4
  • Tagged with
  • 490
  • 490
  • 211
  • 199
  • 113
  • 100
  • 99
  • 63
  • 62
  • 58
  • 58
  • 47
  • 46
  • 46
  • 40
  • About
  • 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.
31

High performance concrete : behavior, design, and materials in pretensioned AASHTO and NU girders

Saber, Aziz 08 1900 (has links)
No description available.
32

Fatigue of a spring steel with varying levels of non-metallic inclusions

Holman, Alan Edwin Lee January 2001 (has links)
Plain specimens of two batches of the commercial spring steel BS 251A58 of nominally identical processing but significantly differing levels of non-metallic inclusion levels, have been tested in rotating bending. The data produced has been analysed against some recent methods for the prediction of fatigue properties in high strength materials containing defects. The materials tested were specifically selected for their disparate cleanliness levels, yielding specimens with differing inclusion distribution and maxima. The morphology of critical inclusions is identical between the two material batches. Material microstructure is tempered martensite with ultimate tensile strength of approximately 2000 MPa, which renders it well above the strength level where sensitivity to defects causes variability in fatigue behaviour. Models have been selected from the literature for the prediction of fatigue limit using characterisation of the local microstructural state and the size and critical position of non-metallic inclusions. These models have been validated by the analysis of specific failures after fractographic analysis. It has been shown that these models are acceptably accurate and generally conservative. Difficulties in experimental work have precluded the planned measurement of crack growth rates during the current test work. These difficulties have yielded a superimposed mean stress to the rotating bend test. This mean stress has been quantified for each test and the result coupled with a parameter for mean stress correction. The validity of the mean stress correction has been proven in this work to be valid. More consistent results are observed for the mean stress corrected data. A statistical method for the prediction of maximum non-metallic inclusion size for a given number of specimens or components from small sample microsection analyses has yielded good results when compared to the fractographic observations. This work has investigated the effect of varying magnification level and number of fields surveyed on the accuracy of prediction and recommendations are made for the method for obtaining best accuracy. A 'unified' crack propagation life model from the literature has been applied which combines long and short crack growth regimes. The model has shown good correlation to the current data but only after fitting of constants and only within the low cycle regime. Relationships presented in the literature between constants and the material ultimate tensile strength were found to be inapplicable to the current material at this strength level.
33

Structural reliability of ultra-high performance concrete in flexure

Reeves, Eric E. January 2004 (has links)
Thesis (M.S.)--Ohio University, June, 2004. / Title from PDF t.p. Includes bibliographical references (leaves 95-96).
34

Shear capacity and flexural ductility of reinforced high- and normal-strength concrete beams /

Md. Shahidul Islam. January 1996 (has links)
Thesis (M. Phil.)--University of Hong Kong, 1997. / Includes bibliographical references (leaf 48-50).
35

Bond characteristics of high strength lightweight concrete /

Mitchell, David William, January 2001 (has links)
Thesis (M.Eng.)--Memorial University of Newfoundland, 2002. / Bibliography: leaves 109-113.
36

Evaluation of high strength lightweight concrete precast, prestressed bridge girders

Dunbeck, Jennifer. January 2009 (has links)
Thesis (M. S.)--Civil and Environmental Engineering, Georgia Institute of Technology, 2009. / Committee Chair: Kahn, Lawrence; Committee Member: Castrodale, Reid; Committee Member: Kurtis, Kimberly.
37

Spot friction welding of ultra high-strength automotive sheet steel / /

Sederstrom, Jack Hunter, January 2007 (has links) (PDF)
Thesis (M.S.)--Brigham Young University. School of Technology, 2007. / Includes bibliographical references (p. 57-59).
38

High performance steel girders with tubular flanges /

Kim, Bong-Gyun, January 2005 (has links)
Thesis (Ph. D.)--Lehigh University, 2005. / Includes vita. In two parts. Includes bibliographical references.
39

Cracking studies of high-performance concrete for bridge decks

Gong, Zhiguo. January 1900 (has links)
Thesis (Ph. D.)--West Virginia University, 2006. / Title from document title page. Document formatted into pages; contains xiii, 210 p. : ill. (some col), col. map. Includes abstract. Includes bibliographical references (p. 191-199).
40

Consistent crudeness in prestressed concrete girder design /

Barr, Paul J. January 2000 (has links)
Thesis (Ph. D.)--University of Washington, 2000. / Vita. Includes bibliographical references (leaves 241-244).

Page generated in 0.0611 seconds