Your browser does not allow JavaScript!
Javascript is necessary for the proper functioning of this website. Please enable JavaScript or use a modern browser.
Open Science Slovenia
Open Science
DiKUL
slv
|
eng
Search
Browse
New in RUL
About RUL
In numbers
Help
Sign in
High damping indium-tin alloys
Dooris, A.
(
Author
),
Lakes, Roderick S.
(
Author
),
Myers, B.
(
Author
),
Stephens, N.
(
Author
)
URL - Presentation file, Visit
http://dx.doi.org/10.1023/A:1009872603383
Abstract
This research is directed toward the development of materials of high stiffness and high mechanical damping for the purpose of damping vibrations instructures and machinery. To this end, indium-tin alloys are considered. Cast In-Sn exhibits substantial damping for a metal. Quenching substantially improved the damping of indium-tin alloy but the effect gradually disappeared due to aging. Cold work of 1.3% permanent shear strain had the effect of moderately increasing the damping of indium-tin, and 10-100% permanent strain substantially increased the damping of tin, with 30% giving the largest damping below 5 Hz.
Language:
English
Keywords:
alloys
,
aging
,
damping
,
internal friction
Work type:
Not categorized (r6)
Tipology:
1.01 - Original Scientific Article
Organization:
FS - Faculty of Mechanical Engineering
Year:
1999
Number of pages:
305-318
Numbering:
Vol. 3, no. 4
UDC:
669.1:620.1/.2
ISSN on article:
1385-2000
COBISS.SI-ID:
3840539
Views:
707
Downloads:
235
Metadata:
Average score:
(0 votes)
Your score:
Voting is allowed only to
logged in
users.
Cite this work
Plain text
BibTeX
EndNote XML
EndNote/Refer
RIS
ABNT
ACM Ref
AMA
APA
Chicago
Harvard
IEEE
ISO 690
MLA
Vancouver
:
Share:
AddThis uses cookies that require your consent.
Edit consent...
Record is a part of a journal
Title:
Mechanics of time-dependent materials
Shortened title:
Mech. time-depend. mater.
Publisher:
Kluwer
ISSN:
1385-2000
COBISS.SI-ID:
3749403
Similar documents
Similar works from RUL:
Similar works from other Slovenian collections:
Comments
Leave comment
You have to
log in
to leave a comment.
Comments (0)
0 - 0 / 0
There are no comments!
Back