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  • 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.
41

The economics of engineering testing

Rackett, Gerald Franklin. January 1927 (has links) (PDF)
Thesis (Professional Degree)--University of Missouri, School of Mines and Metallurgy, 1927. / The entire thesis text is included in file. Typescript. Title from title screen of thesis/dissertation PDF file (viewed October 5, 2009) Includes bibliographical references (p. 97-99) and index (p. 100-102).
42

The strength of cement under different conditions

Tayman, Francis Joseph. January 1899 (has links) (PDF)
Thesis (B.S.)--University of Missouri, School of Mines and Metallurgy, 1899. / The entire thesis text is included in file. Typescript. Illustrated by author. Title from title screen of thesis/dissertation PDF file (viewed December 19, 2008)
43

A comparative study of the American Society for Testing Materials spall test and the Federal Specifications Spall Test

Beinlich, Justus Jordan. January 1933 (has links) (PDF)
Thesis (B.S.)--University of Missouri, School of Mines and Metallurgy, 1933. / The entire thesis text is included in file. Typescript. Title from title screen of thesis/dissertation PDF file (viewed June 15, 2010) Includes bibliographical references.
44

Fibre reinforcement theoretical and practical investigations of the elasticity and strength of fibre-reinforced materials.

Krenchel, Herbert. January 1964 (has links)
Thesis--Technical University of Denmark. / Bibliography: p. 157-[159].
45

The effect of chemical environments on the tensile strength of rocks as determined from the ring test

Strebig, Kelly Charles, January 1967 (has links)
Thesis (M.S.)--University of Wisconsin--Madison, 1967. / eContent provider-neutral record in process. Description based on print version record. Includes bibliographical references.
46

A study of ultimate strength methods for reinforced concrete

Patel, Ramabhai Dadabhai, January 1965 (has links)
Thesis (M.S.)--University of Wisconsin--Madison, 1965. / eContent provider-neutral record in process. Description based on print version record. Bibliography: l. 66-68.
47

A mechanism to improve durability of oriented strand composite

Chowdhury, Sudip, January 2006 (has links) (PDF)
Thesis (M.S. in civil engineering)--Washington State University, August 2006. / Includes bibliographical references.
48

Fracture statistics of brittle materials /

Yeung, Conson. January 2005 (has links)
Thesis (Ph. D.)--University of Hong Kong, 2005.
49

Uncertainty in marine structural strength with application to compressive failure of longitudinally stiffened panels /

Hess, Paul E., January 1994 (has links)
Thesis (M.S.)--Virginia Polytechnic Institute and State University, 1994. / Vita. Abstract. Includes bibliographical references (leaves 49-50). Also available via the Internet.
50

Inapplicability of limit design to structures made of some high strength aluminium alloys.

Yu, Lawrence Kuang January 1964 (has links)
The basic assumption of limit design, that moments are equalized by the formation of a mechanism has proven applicable to steel beams and certain types of frames. It is not known, however, if the theory applies to light metal alloys. Steel possesses a considerable amount of strain hardening which is essential to the formation of plastic hinges in the beam, but some aluminum alloys which have little strain hardening may not be suitable for limit design. Two beam tests were carried out on a twice statically indeterminate beam made of Alcan 65S-T6 aluminum alloy to determine whether the mechanism predicted by the theory of limit design is realized before failure occurs in the beam. Moments and deflections of the beam near failure are compared with theoretical predictions obtained from the theory of limit design and the theory of inelastic bending. The latter, developed by Dr. A. Hrennikoff in 1918, is more "exact" than the theory of limit design. Test results showed that the beam failed at one of the early plastic hinges, before the mechanism was fully developed. It demonstrated that limit design is not always applicable to beams made of aluminum alloys which have very little strain hardening. / Applied Science, Faculty of / Civil Engineering, Department of / Graduate

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