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Record #111811:
- #111811
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MARC recordPreliminary results of direct tension tests on first-year sea ice samples / Jacqueline A. Richter-Menge, Kerran J. Claffey.
| Title: | Preliminary results of direct tension tests on first-year sea ice samples / Jacqueline A. Richter-Menge, Kerran J. Claffey. |
| Author(s): | Richter-Menge, Jacqueline A. Claffey, Kerran J. |
| Date: | 1991. |
| Publisher: | New York: American Society of Civil Engineers |
| In: | Cold Regions Engineering. Proceedings of the Sixth International Specialty Conference ... the Sheraton North Country Inn, West Lebanon, NH, February 26-28, 1991. (1991.), |
| Abstract: | Temperatures ranged from 120 to -3°C and strain-rates from 10⁻⁵ to 10⁻³ s⁻¹. Temperature of test specimen was dictated by its in-situ location within ice cover; samples near top were tested at lower temperature. All samples were taken from horizontal plane. Maximum stress achieved during test was most notably influenced by temperature, while loading rate was primary variable in determining failure strain and modulus. |
| Notes: | In: Cold Regions Engineering. Proceedings of the Sixth International Specialty Conference ... the Sheraton North Country Inn, West Lebanon, NH, February 26-28, 1991 / Devinder S. Sodhi, ed. |
| Keywords: | 551.32 -- Glaciology. 551.326 -- Floating ice. 551.326.7 -- Sea ice. 539.42 -- Ice, tensile strength. E6 -- Glaciology: floating ice. |
| SPRI record no.: | 111811 |
LDR 01655naa#a2200000#a#4500 001 SPRI-111811 005 20240419051128.0 007 ta 008 240419s1991####nyua###|#####|0||#0#eng#d 035 ## ‡aSPRI-111811 040 ## ‡aUkCU-P‡beng‡eaacr 100 1# ‡aRichter-Menge, Jacqueline A. 245 10 ‡aPreliminary results of direct tension tests on first-year sea ice samples /‡cJacqueline A. Richter-Menge, Kerran J. Claffey. 260 ## ‡aNew York :‡bAmerican Society of Civil Engineers,‡c1991. 300 ## ‡ap. 569-578 :‡bill., diags., tables. 500 ## ‡aIn: Cold Regions Engineering. Proceedings of the Sixth International Specialty Conference ... the Sheraton North Country Inn, West Lebanon, NH, February 26-28, 1991 / Devinder S. Sodhi, ed. 520 3# ‡aTemperatures ranged from 120 to -3°C and strain-rates from 10⁻⁵ to 10⁻³ s⁻¹. Temperature of test specimen was dictated by its in-situ location within ice cover; samples near top were tested at lower temperature. All samples were taken from horizontal plane. Maximum stress achieved during test was most notably influenced by temperature, while loading rate was primary variable in determining failure strain and modulus. 650 07 ‡a551.32 -- Glaciology.‡2udc 650 07 ‡a551.326 -- Floating ice.‡2udc 650 07 ‡a551.326.7 -- Sea ice.‡2udc 650 07 ‡a539.42 -- Ice, tensile strength.‡2udc 650 07 ‡aE6 -- Glaciology: floating ice.‡2local 700 1# ‡aClaffey, Kerran J. 773 0# ‡7nnam ‡aDevinder S. Sodhi, ed. ‡tCold Regions Engineering. Proceedings of the Sixth International Specialty Conference ... the Sheraton North Country Inn, West Lebanon, NH, February 26-28, 1991. ‡dNew York : American Society of Civil Engineers, 1991. ‡wSPRI-111772 917 ## ‡aUnenhanced record from Muscat, imported 2019 948 3# ‡a20240419