Loading…

Tribological analysis and anti-galling design of ocean-floor pile reformation tool

A tribological analysis was performed on the sliding interfaces and lubrication system for a high capacity, underwater pile reformation tool. The 56 000 kg tool has a maximum wedging load of 5.0 × 10 4 kN and must operate at a water depth of 100–250 m. No previous application or data could be found...

Full description

Saved in:
Bibliographic Details
Published in:Wear 1995-03, Vol.181 (2), p.889-896
Main Authors: Shaffer, S.J., Glaeser, W.A., Ostgaard, J.T.
Format: Article
Language:English
Subjects:
Citations: Items that this one cites
Items that cite this one
Online Access:Get full text
Tags: Add Tag
No Tags, Be the first to tag this record!
Description
Summary:A tribological analysis was performed on the sliding interfaces and lubrication system for a high capacity, underwater pile reformation tool. The 56 000 kg tool has a maximum wedging load of 5.0 × 10 4 kN and must operate at a water depth of 100–250 m. No previous application or data could be found for similar high contact stresses and low sliding speeds, although sliding bridge bearing pads and airframe bearings gave some direction. The 5°C salt water environment, however, imposed the additional factor of corrosion, and it complicated grease selection since both water resistance and pumpability were competing requirements. Based on the analysis, material selection and design modifications were proposed. Using a high-capacity, flat-on-flat friction test rig, laboratory tests were performed to obtain both sliding friction and wear data at contact stresses up to 690 MPa. The results were used to validate the effectiveness of the recommendations and to compute wear coefficients from which service lifetime was predicted. Aluminum bronze plates were retrofit to the cast stainless steel segments; a baked, porous phosphate and PTFE coating was applied to the carbon steel wedge; grease channel geometry was modified; and heavy duty, MOS 2 fortified grease was used.
ISSN:0043-1648
1873-2577
DOI:10.1016/0043-1648(95)90212-0