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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.
1

A hybrid method for load, stress and fatigue analysis of drill string screw connectors

Bahai, Hamid R. S. January 1993 (has links)
No description available.
2

Elastic analysis of load distribution in wide-faced spur gears

Steward, Julian Holmes January 1989 (has links)
The load distribution across the contact line(s) of spur gears is essential for the gear designer to be able to accurately stress gears for a given application. Existing gear standards (eg BS 436, AGMA 218 DIN 3990) use a thin slice (2D) model of the meshing gear teeth to estimate the contact line load distribution. This approach clearly fails to model properly teeth subjected to mal-distributed loads, since the buttressing effect of adjacent tooth sections tends to flatten the load distribution. Non-linear tooth modifications such as crowning and some forms of lead correction are also inadequately modelled. This thesis sets out the theory for a 3D elastic model of widefaced- spur gears that has been implemented on a micro-computer. The required 3D contact line influence coefficients for standard form zero modification spur gears with 18 to 100 teeth have been determined by Finite Element analysis. These theoretical values have been compared with results from experiments carried out on a complete large module (18. Omm) wide-faced spur gear. The effect of the various elemental gear errors (eg pitch, profile, lead) and profile modifications have been investigated using the 3D computer model; the results compared with results predicted by the existing gear design standards. The existing gear standards use 2D tooth compliance values up to 50% less than those obtained in this work, largely due to inadequate modelling of the gear body compliance, which is most significant in gear wheels. Comparison of 3D tooth compliance values shows a large discrepancy between author's results again due to inadequate modelling of the gear body.
3

Model studies of the bearing capacity of pile groups in a saturated clay

Martin, Carl Bernard 08 1900 (has links)
No description available.
4

An investigation of the dynamic bearing capacity of footings on sand

Woodard, John Marvin 05 1900 (has links)
No description available.
5

Analysis of laterally loaded long piles in an inelastic soil

Wilson, Wallace Estill 08 1900 (has links)
No description available.
6

A model study of a laterally loaded pile

Grandolfi, Michael James 12 1900 (has links)
No description available.
7

Model studies of pile bearing capacity relationships in a cohesive soil

Fausold, Howard Marshall 12 1900 (has links)
No description available.
8

The influence of depth on the bearing capacity of strip footings in sand

Duncan, J. M. (James Michael) 05 1900 (has links)
No description available.
9

A study of bearing capacity in sands under dynamic loading

Banks, D. C. (Don Charles) 05 1900 (has links)
No description available.
10

Load distribution and connection forces in multibeam precast pretopped stemmed bridges

Soegiarso, Roesdiman January 1989 (has links)
No description available.

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