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Finite Element Simulation and Assessment of Single-Degree-of-Freedom Prediction Methodology for Insulated Concrete Sandwich Panels Subjected to Blast Loads
This report discusses simulation methodologies used to analyze large deflection static and dynamic behavior of foam-insulated concrete sandwich wall panels. Both conventionally reinforced cast-on-site panels and precast/prestressed panels were considered. The experimental program used for model deve...
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creator | Davidson, James S Newberry, Charles M Hammons, Michael I Bewick, Bryan T |
description | This report discusses simulation methodologies used to analyze large deflection static and dynamic behavior of foam-insulated concrete sandwich wall panels. Both conventionally reinforced cast-on-site panels and precast/prestressed panels were considered. The experimental program used for model development and validation involved component-level testing as well as both static and dynamic testing of full-scale wall panels. The static experiments involved single spans and double spans subjected to near-uniform distributed loading. The dynamic tests involved spans up to 30 ft tall that were subjected to impulse loads generated by an external explosion. Primary modeling challenges included: (1) accurately simulating prestressing initial conditions in an explicit dynamic code framework, (2) simulating the concrete, reinforcement, and foam insulation in the high strain rate environment, and (3) simulating shear transfer between wythes, including frictional slippage and connector rupture. Correlation challenges, conclusions and recommendations regarding efficient and accurate modeling techniques are highlighted. The modeling methodologies developed were used to conduct additional behavioral studies and help to assess single-degree-of-freedom prediction methodology developed for foam-insulated precast/prestressed sandwich panels for blast loads.
Prepared in collaboration with Jacobs ASG, Fort Walton Beach, FL and the Airbase Technologies Division, Air Force Research Laboratory, Tyndall Air Force Base, FL. Document contains color images. |
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Prepared in collaboration with Jacobs ASG, Fort Walton Beach, FL and the Airbase Technologies Division, Air Force Research Laboratory, Tyndall Air Force Base, FL. Document contains color images.</description><language>eng</language><subject>BLAST LOADS ; BLAST RESISTANT SHELTERS ; BLAST RESPONSE BEHAVIOR ; DEFLECTION ; DYNAMIC MODELING ; Explosions ; FINITE ELEMENT ANALYSIS ; FINITE ELEMENT MODELING ; LARGE DEFLECTION BEHAVIOR ; LOAD DEFLECTION RESPONSE ; Mechanics ; NONLINEAR INCREMENTAL ANALYSIS ; PE602102F ; PRECAST CONCRETE ; PRESTRESSED CONCRETE ; SANDWICH PANELS ; SDOF(SINGLE DEGREE OF FREEDOM) MODELS ; STATIC TESTS ; Structural Engineering and Building Technology ; WUAFRLQF101013</subject><creationdate>2011</creationdate><rights>Approved for public release; distribution is unlimited.</rights><oa>free_for_read</oa><woscitedreferencessubscribed>false</woscitedreferencessubscribed></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><link.rule.ids>230,780,885,27567,27568</link.rule.ids><linktorsrc>$$Uhttps://apps.dtic.mil/sti/citations/ADA554385$$EView_record_in_DTIC$$FView_record_in_$$GDTIC$$Hfree_for_read</linktorsrc></links><search><creatorcontrib>Davidson, James S</creatorcontrib><creatorcontrib>Newberry, Charles M</creatorcontrib><creatorcontrib>Hammons, Michael I</creatorcontrib><creatorcontrib>Bewick, Bryan T</creatorcontrib><creatorcontrib>AUBURN UNIV AL DEPT OF CIVIL ENGINEERING</creatorcontrib><title>Finite Element Simulation and Assessment of Single-Degree-of-Freedom Prediction Methodology for Insulated Concrete Sandwich Panels Subjected to Blast Loads</title><description>This report discusses simulation methodologies used to analyze large deflection static and dynamic behavior of foam-insulated concrete sandwich wall panels. Both conventionally reinforced cast-on-site panels and precast/prestressed panels were considered. The experimental program used for model development and validation involved component-level testing as well as both static and dynamic testing of full-scale wall panels. The static experiments involved single spans and double spans subjected to near-uniform distributed loading. The dynamic tests involved spans up to 30 ft tall that were subjected to impulse loads generated by an external explosion. Primary modeling challenges included: (1) accurately simulating prestressing initial conditions in an explicit dynamic code framework, (2) simulating the concrete, reinforcement, and foam insulation in the high strain rate environment, and (3) simulating shear transfer between wythes, including frictional slippage and connector rupture. Correlation challenges, conclusions and recommendations regarding efficient and accurate modeling techniques are highlighted. The modeling methodologies developed were used to conduct additional behavioral studies and help to assess single-degree-of-freedom prediction methodology developed for foam-insulated precast/prestressed sandwich panels for blast loads.
Prepared in collaboration with Jacobs ASG, Fort Walton Beach, FL and the Airbase Technologies Division, Air Force Research Laboratory, Tyndall Air Force Base, FL. Document contains color images.</description><subject>BLAST LOADS</subject><subject>BLAST RESISTANT SHELTERS</subject><subject>BLAST RESPONSE BEHAVIOR</subject><subject>DEFLECTION</subject><subject>DYNAMIC MODELING</subject><subject>Explosions</subject><subject>FINITE ELEMENT ANALYSIS</subject><subject>FINITE ELEMENT MODELING</subject><subject>LARGE DEFLECTION BEHAVIOR</subject><subject>LOAD DEFLECTION RESPONSE</subject><subject>Mechanics</subject><subject>NONLINEAR INCREMENTAL ANALYSIS</subject><subject>PE602102F</subject><subject>PRECAST CONCRETE</subject><subject>PRESTRESSED CONCRETE</subject><subject>SANDWICH PANELS</subject><subject>SDOF(SINGLE DEGREE OF FREEDOM) MODELS</subject><subject>STATIC TESTS</subject><subject>Structural Engineering and Building Technology</subject><subject>WUAFRLQF101013</subject><fulltext>true</fulltext><rsrctype>report</rsrctype><creationdate>2011</creationdate><recordtype>report</recordtype><sourceid>1RU</sourceid><recordid>eNqFjTEOgkAQRWksjHoDi7kAlZLYokA00YQEe7LuDrhmmUmYMcazeFmB2Fv94v3__jz6FJ68IuQBOySFynfPYNQzgSEHqQiKTISbAVIbMM6w7RFjbuJiSMcdlD06b6fVBfXOjgO3b2i4hxPJKEQHBybb4_BVDeaXt3coDWEQqJ63B9qxogz7YEThzMbJMpo1JgiufrmI1kV-PRxjp97Wop5Q6zRLk2S72SWbP_gLxAtP2g</recordid><startdate>201102</startdate><enddate>201102</enddate><creator>Davidson, James S</creator><creator>Newberry, Charles M</creator><creator>Hammons, Michael I</creator><creator>Bewick, Bryan T</creator><scope>1RU</scope><scope>BHM</scope></search><sort><creationdate>201102</creationdate><title>Finite Element Simulation and Assessment of Single-Degree-of-Freedom Prediction Methodology for Insulated Concrete Sandwich Panels Subjected to Blast Loads</title><author>Davidson, James S ; Newberry, Charles M ; Hammons, Michael I ; Bewick, Bryan T</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-dtic_stinet_ADA5543853</frbrgroupid><rsrctype>reports</rsrctype><prefilter>reports</prefilter><language>eng</language><creationdate>2011</creationdate><topic>BLAST LOADS</topic><topic>BLAST RESISTANT SHELTERS</topic><topic>BLAST RESPONSE BEHAVIOR</topic><topic>DEFLECTION</topic><topic>DYNAMIC MODELING</topic><topic>Explosions</topic><topic>FINITE ELEMENT ANALYSIS</topic><topic>FINITE ELEMENT MODELING</topic><topic>LARGE DEFLECTION BEHAVIOR</topic><topic>LOAD DEFLECTION RESPONSE</topic><topic>Mechanics</topic><topic>NONLINEAR INCREMENTAL ANALYSIS</topic><topic>PE602102F</topic><topic>PRECAST CONCRETE</topic><topic>PRESTRESSED CONCRETE</topic><topic>SANDWICH PANELS</topic><topic>SDOF(SINGLE DEGREE OF FREEDOM) MODELS</topic><topic>STATIC TESTS</topic><topic>Structural Engineering and Building Technology</topic><topic>WUAFRLQF101013</topic><toplevel>online_resources</toplevel><creatorcontrib>Davidson, James S</creatorcontrib><creatorcontrib>Newberry, Charles M</creatorcontrib><creatorcontrib>Hammons, Michael I</creatorcontrib><creatorcontrib>Bewick, Bryan T</creatorcontrib><creatorcontrib>AUBURN UNIV AL DEPT OF CIVIL ENGINEERING</creatorcontrib><collection>DTIC Technical Reports</collection><collection>DTIC STINET</collection></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext_linktorsrc</fulltext></delivery><addata><au>Davidson, James S</au><au>Newberry, Charles M</au><au>Hammons, Michael I</au><au>Bewick, Bryan T</au><aucorp>AUBURN UNIV AL DEPT OF CIVIL ENGINEERING</aucorp><format>book</format><genre>unknown</genre><ristype>RPRT</ristype><btitle>Finite Element Simulation and Assessment of Single-Degree-of-Freedom Prediction Methodology for Insulated Concrete Sandwich Panels Subjected to Blast Loads</btitle><date>2011-02</date><risdate>2011</risdate><abstract>This report discusses simulation methodologies used to analyze large deflection static and dynamic behavior of foam-insulated concrete sandwich wall panels. Both conventionally reinforced cast-on-site panels and precast/prestressed panels were considered. The experimental program used for model development and validation involved component-level testing as well as both static and dynamic testing of full-scale wall panels. The static experiments involved single spans and double spans subjected to near-uniform distributed loading. The dynamic tests involved spans up to 30 ft tall that were subjected to impulse loads generated by an external explosion. Primary modeling challenges included: (1) accurately simulating prestressing initial conditions in an explicit dynamic code framework, (2) simulating the concrete, reinforcement, and foam insulation in the high strain rate environment, and (3) simulating shear transfer between wythes, including frictional slippage and connector rupture. Correlation challenges, conclusions and recommendations regarding efficient and accurate modeling techniques are highlighted. The modeling methodologies developed were used to conduct additional behavioral studies and help to assess single-degree-of-freedom prediction methodology developed for foam-insulated precast/prestressed sandwich panels for blast loads.
Prepared in collaboration with Jacobs ASG, Fort Walton Beach, FL and the Airbase Technologies Division, Air Force Research Laboratory, Tyndall Air Force Base, FL. Document contains color images.</abstract><oa>free_for_read</oa></addata></record> |
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source | DTIC Technical Reports |
subjects | BLAST LOADS BLAST RESISTANT SHELTERS BLAST RESPONSE BEHAVIOR DEFLECTION DYNAMIC MODELING Explosions FINITE ELEMENT ANALYSIS FINITE ELEMENT MODELING LARGE DEFLECTION BEHAVIOR LOAD DEFLECTION RESPONSE Mechanics NONLINEAR INCREMENTAL ANALYSIS PE602102F PRECAST CONCRETE PRESTRESSED CONCRETE SANDWICH PANELS SDOF(SINGLE DEGREE OF FREEDOM) MODELS STATIC TESTS Structural Engineering and Building Technology WUAFRLQF101013 |
title | Finite Element Simulation and Assessment of Single-Degree-of-Freedom Prediction Methodology for Insulated Concrete Sandwich Panels Subjected to Blast Loads |
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