NDLTD Global ETD Search
  • Refine Query
  • Source
  • Publication year
  • to
  • Language
  • 58
  • 13
  • 4
  • 2
  • 2
  • 2
  • 2
  • 2
  • 2
  • 2
  • 1
  • 1
  • 1
  • Tagged with
  • 103
  • 103
  • 53
  • 32
  • 16
  • 14
  • 11
  • 10
  • 10
  • 9
  • 9
  • 8
  • 8
  • 7
  • 7
  • 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.

Search results

Showing 11 to 20 of 103 (0.096 seconds)
11

A model of cavitating journal bearing performance under dynamic loads

Roberts, Thomas Patton 12 1900 (has links)
No description available.
Bearings (Machinery)
Materials Dynamic testing
12

Static and dynamic behaviour of a sensitive clay

Mairesse, Jean-Paul January 1976 (has links)
No description available.
Materials -- Dynamic testing.
Clay -- Testing.
13

Effects of geometric variation and residual stress on the dynamic response of multilayerd thin membrane structures

Han, Tai Chun, January 2007 (has links) (PDF)
Thesis (M.S.)--Washington State University, July 2007. / Includes bibliographical references (p. 81-83).
14

Static and dynamic behaviour of a sensitive clay

Mairesse, Jean-Paul January 1976 (has links)
No description available.
Materials -- Dynamic testing.
Clay -- Testing.
15

Web buckling under cyclic loading

Hunaiti, Yasser M. January 1982 (has links)
No description available.
Buckling (Mechanics)
Materials -- Dynamic testing.
16

Cyclic shear device for interfaces and joints with pore water pressure

Rigby, Douglas Bertrand, 1956- January 1988 (has links)
An improved multi degree-of-freedom direct shear device has been designed and constructed to test interfaces and joints under pore water pressure. Any two structural (concrete, steel, wood) or geologic (soil, rock) materials may be tested in the device as long as the top specimen is solid. The apparatus is designed to hold a 7.5-inch diameter 3-inch thick upper sample and a 9-inch diameter 3-inch thick lower sample. A normal stress of 400 psi (2.7 MPa) and a shear stress of 550 psi (3.9 MPa) can be developed at the interface. Test loading may be static, quasi-static, or cyclic, and constant or variable stiffness loading is available. A stiff reaction frame was designed to house the device and is described. The electro-hydraulic system is capable of supporting cyclic testing at 30 Hz. A new computer-controlled data acquisition and control system is also described.
Dynamic testing.
Shear (Mechanics)
Joints (Engineering) -- Testing.
17

Determination of the first damage criterion of a glass/epoxy composite material using an in-situ test system

de Vaulx, Thomas 05 1900 (has links)
No description available.
Composite materials Fatigue
Composite materials Dynamic testing
18

Determination of a local damage threshold criterion for a laminate glass/epoxy under an intermediate rate of loading

Barre, Vincent Henri 05 1900 (has links)
No description available.
Composite materials Dynamic testing
Composite materials Fatigue
19

Numerical and experimental analysis of the dynamic behavior of concrete and mortar

Xia, Qingxi 05 1900 (has links)
No description available.
Concrete Testing
Materials Dynamic testing
Strains and stresses
20

Faliure of marine composite materials due to blast loading /

Tekalur, Srinivasan Arjun. January 2007 (has links)
Thesis (Ph.D.) -- University of Rhode Island, 2007 / Typescript. Includes bibliographical references (leaves 136-140).

Page generated in 0.1005 seconds