|
|
|
|
| LEADER |
02786nam a2200577 i 4500 |
| 001 |
6e6b0758-19bf-470d-ba0c-057d67001ebf |
| 005 |
20230617000000.0 |
| 008 |
160219s1993 pau|||||o|||||||||||eng|| |
| 024 |
7 |
|
|a 10.1520/STP12619S
|2 doi
|
| 035 |
|
|
|a (IN-ChSCO)ASTMSTP12619S
|
| 040 |
|
|
|a ASTM
|c SCOPE
|b eng
|e rda
|d PAU
|
| 041 |
|
|
|a eng
|
| 100 |
1 |
|
|a Adams, DF.,
|e author
|
| 245 |
1 |
0 |
|a Inelastic Shear Response of Unidirectional Composites from Torsion of Solid Bars /
|c SN. Chatterjee, CF. Yen, JA. Kessler, DF. Adams
|
| 264 |
|
1 |
|a West Conshohocken, Pa. :
|b ASTM International,
|c 1993
|
| 300 |
|
|
|a 1 online resource (17 pages) :
|b illustrations, figures, tables
|
| 336 |
|
|
|a text
|2 rdacontent
|b txt
|
| 337 |
|
|
|a computer
|2 rdamedia
|b c
|
| 338 |
|
|
|a online resource
|2 rdacarrier
|b cr
|
| 347 |
|
|
|a text file
|b PDF
|2 rda
|
| 504 |
|
|
|a Includes bibliographical references
|b 10
|
| 506 |
|
|
|a Restricted for use by site license.
|
| 520 |
3 |
|
|a Results of torsion tests on solid circular and rectangular bars for the determination of the shear response of unidirectional graphite/epoxy composites are reported. Such tests have been used by some investigators for determining the shear modulus. Determination of nonlinear shear response from torque-twist (or shear strain) data is, however, a difficult task. It is a common practice to determine the shear stress distribution by the use of linear elasticity theory even when the shear response is highly nonlinear
|
| 541 |
|
|
|a ASTM International
|3 PDF
|c Purchase price
|h USD25
|
| 588 |
|
|
|a Description based on publisher's website, viewed February 19, 2016
|
| 650 |
|
0 |
|a Circular bar
|
| 650 |
|
0 |
|a Composite materials
|v Congresses
|
| 650 |
|
0 |
|a Composite materials
|
| 650 |
|
0 |
|a End effects
|
| 650 |
|
0 |
|a Failure mechanisms
|
| 650 |
|
0 |
|a Fibrous composites
|
| 650 |
|
0 |
|a Inelastic shear response
|
| 650 |
|
0 |
|a Polymeric composites
|
| 650 |
|
0 |
|a Rectangular bar
|
| 650 |
|
0 |
|a Torsion test
|
| 650 |
|
0 |
|a Unidirectional composites
|
| 650 |
1 |
4 |
|a Unidirectional composites
|
| 650 |
2 |
4 |
|a Circular bar
|
| 650 |
2 |
4 |
|a End effects
|
| 650 |
2 |
4 |
|a Failure mechanisms
|
| 650 |
2 |
4 |
|a Inelastic shear response
|
| 650 |
2 |
4 |
|a Rectangular bar
|
| 650 |
2 |
4 |
|a Torsion test
|
| 700 |
1 |
|
|a Chatterjee, SN.,
|e author
|
| 700 |
1 |
|
|a Kessler, JA.,
|e author
|
| 700 |
1 |
|
|a Yen, CF.,
|e author
|
| 710 |
2 |
|
|a ASTM International
|
| 710 |
2 |
|
|a American Society for Testing and Materials
|t Selected Technical Papers.
|
| 710 |
2 |
|
|a American Society for Testing and Materials
|
| 740 |
0 |
|
|a ASTM digital library
|
| 999 |
1 |
0 |
|i 6e6b0758-19bf-470d-ba0c-057d67001ebf
|l 9978998385403681
|s US-PU
|m inelastic_shear_response_of_unidirectional_composites_from_torsion_of______1993_______astmia________________________________________adams__df__________________________e
|