Ice Engineering: Viscoelastic Finite Element Formulation.

The most efficient design, construction, and use of polar-ice-shelf facilities for operation and parking of aircraft, cargo storage, and other purposes depends on a thorough and correct engineering analysis of the structural integrity of the sea-ice layer. The viscoelastic finite element analysis te...

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Bibliographic Details
Main Author: Katona,Michael G.
Other Authors: NAVAL CIVIL ENGINEERING LAB PORT HUENEME CALIF
Format: Text
Language:English
Published: 1974
Subjects:
Ice
Online Access:http://www.dtic.mil/docs/citations/AD0774482
http://oai.dtic.mil/oai/oai?&verb=getRecord&metadataPrefix=html&identifier=AD0774482
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spelling ftdtic:AD0774482 2023-05-15T16:37:12+02:00 Ice Engineering: Viscoelastic Finite Element Formulation. Katona,Michael G. NAVAL CIVIL ENGINEERING LAB PORT HUENEME CALIF 1974-01 text/html http://www.dtic.mil/docs/citations/AD0774482 http://oai.dtic.mil/oai/oai?&verb=getRecord&metadataPrefix=html&identifier=AD0774482 en eng http://www.dtic.mil/docs/citations/AD0774482 APPROVED FOR PUBLIC RELEASE DTIC AND NTIS Snow Ice and Permafrost Civil Engineering *Sea ice Computer programming Viscoelasticity Loads(Forces) Stress strain relations Landing fields Boundary value problems Computerized simulation Finite element analysis Ice engineering Text 1974 ftdtic 2016-02-19T03:45:07Z The most efficient design, construction, and use of polar-ice-shelf facilities for operation and parking of aircraft, cargo storage, and other purposes depends on a thorough and correct engineering analysis of the structural integrity of the sea-ice layer. The viscoelastic finite element analysis technique and computer program developed in this investigation have proven to be an accurate, versatile, and powerful tool for solving a wide class of boundary value problems including ar-bitrary axisymmetric and plane strain geometries subjected to quasi-static, symmetric loading, and layered half-space systems resting on a fluid foundation with arbitrary surface loading. The viscoelastic model includes independent bulk and shear relaxation functions charac-terized by exponential series. The computer program was exercised on several sample problems and compares favorably with classical solutions and experimental data. (Author, modified-PL) Text Ice Ice Shelf permafrost Sea ice Defense Technical Information Center: DTIC Technical Reports database
institution Open Polar
collection Defense Technical Information Center: DTIC Technical Reports database
op_collection_id ftdtic
language English
topic Snow
Ice and Permafrost
Civil Engineering
*Sea ice
Computer programming
Viscoelasticity
Loads(Forces)
Stress strain relations
Landing fields
Boundary value problems
Computerized simulation
Finite element analysis
Ice engineering
spellingShingle Snow
Ice and Permafrost
Civil Engineering
*Sea ice
Computer programming
Viscoelasticity
Loads(Forces)
Stress strain relations
Landing fields
Boundary value problems
Computerized simulation
Finite element analysis
Ice engineering
Katona,Michael G.
Ice Engineering: Viscoelastic Finite Element Formulation.
topic_facet Snow
Ice and Permafrost
Civil Engineering
*Sea ice
Computer programming
Viscoelasticity
Loads(Forces)
Stress strain relations
Landing fields
Boundary value problems
Computerized simulation
Finite element analysis
Ice engineering
description The most efficient design, construction, and use of polar-ice-shelf facilities for operation and parking of aircraft, cargo storage, and other purposes depends on a thorough and correct engineering analysis of the structural integrity of the sea-ice layer. The viscoelastic finite element analysis technique and computer program developed in this investigation have proven to be an accurate, versatile, and powerful tool for solving a wide class of boundary value problems including ar-bitrary axisymmetric and plane strain geometries subjected to quasi-static, symmetric loading, and layered half-space systems resting on a fluid foundation with arbitrary surface loading. The viscoelastic model includes independent bulk and shear relaxation functions charac-terized by exponential series. The computer program was exercised on several sample problems and compares favorably with classical solutions and experimental data. (Author, modified-PL)
author2 NAVAL CIVIL ENGINEERING LAB PORT HUENEME CALIF
format Text
author Katona,Michael G.
author_facet Katona,Michael G.
author_sort Katona,Michael G.
title Ice Engineering: Viscoelastic Finite Element Formulation.
title_short Ice Engineering: Viscoelastic Finite Element Formulation.
title_full Ice Engineering: Viscoelastic Finite Element Formulation.
title_fullStr Ice Engineering: Viscoelastic Finite Element Formulation.
title_full_unstemmed Ice Engineering: Viscoelastic Finite Element Formulation.
title_sort ice engineering: viscoelastic finite element formulation.
publishDate 1974
url http://www.dtic.mil/docs/citations/AD0774482
http://oai.dtic.mil/oai/oai?&verb=getRecord&metadataPrefix=html&identifier=AD0774482
genre Ice
Ice Shelf
permafrost
Sea ice
genre_facet Ice
Ice Shelf
permafrost
Sea ice
op_source DTIC AND NTIS
op_relation http://www.dtic.mil/docs/citations/AD0774482
op_rights APPROVED FOR PUBLIC RELEASE
_version_ 1766027494238978048