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A Real-Time Hybrid Fire Simulation Method Based on Dynamic Relaxation and Partitioned Time Integration
AbstractThe use of simplified numerical substructures in hybrid fire simulation is clearly advantageous as long as the resulting simulation accuracy is sufficient. However, excluding geometrical and material nonlinearities from the numerical substructure might make a significant difference in intern...
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Published in: | Journal of engineering mechanics 2020-09, Vol.146 (9) |
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creator | Abbiati, Giuseppe Covi, Patrick Tondini, Nicola Bursi, Oreste S Stojadinović, Božidar |
description | AbstractThe use of simplified numerical substructures in hybrid fire simulation is clearly advantageous as long as the resulting simulation accuracy is sufficient. However, excluding geometrical and material nonlinearities from the numerical substructure might make a significant difference in internal force redistribution and reduce the simulation accuracy beyond acceptable levels. Also, materials at a high temperature very often exhibit time-dependent behavior, including strain-rate dependency, high-temperature creep, and stress relaxation, which prohibit the use of extended testing time scales. This standpoint motivated the development of the real-time hybrid fire simulation method presented in this paper. Dynamic relaxation is proposed to solve the static response of the hybrid numerical-experimental fire simulation. As an equivalent dynamic solution method, dynamic relaxation allows for coupling substructure equations of motion by using a partitioned time integration approach. Minimal data exchange between substructures and negligible computational overhead plus ease of reusability of verified finite-element software makes the proposed algorithm suitable for coordinating real-time hybrid fire simulations. The hybrid fire simulation of a virtual steel frame case study is reported as a validation example. |
doi_str_mv | 10.1061/(ASCE)EM.1943-7889.0001826 |
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However, excluding geometrical and material nonlinearities from the numerical substructure might make a significant difference in internal force redistribution and reduce the simulation accuracy beyond acceptable levels. Also, materials at a high temperature very often exhibit time-dependent behavior, including strain-rate dependency, high-temperature creep, and stress relaxation, which prohibit the use of extended testing time scales. This standpoint motivated the development of the real-time hybrid fire simulation method presented in this paper. Dynamic relaxation is proposed to solve the static response of the hybrid numerical-experimental fire simulation. As an equivalent dynamic solution method, dynamic relaxation allows for coupling substructure equations of motion by using a partitioned time integration approach. Minimal data exchange between substructures and negligible computational overhead plus ease of reusability of verified finite-element software makes the proposed algorithm suitable for coordinating real-time hybrid fire simulations. 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However, excluding geometrical and material nonlinearities from the numerical substructure might make a significant difference in internal force redistribution and reduce the simulation accuracy beyond acceptable levels. Also, materials at a high temperature very often exhibit time-dependent behavior, including strain-rate dependency, high-temperature creep, and stress relaxation, which prohibit the use of extended testing time scales. This standpoint motivated the development of the real-time hybrid fire simulation method presented in this paper. Dynamic relaxation is proposed to solve the static response of the hybrid numerical-experimental fire simulation. As an equivalent dynamic solution method, dynamic relaxation allows for coupling substructure equations of motion by using a partitioned time integration approach. Minimal data exchange between substructures and negligible computational overhead plus ease of reusability of verified finite-element software makes the proposed algorithm suitable for coordinating real-time hybrid fire simulations. The hybrid fire simulation of a virtual steel frame case study is reported as a validation example.</description><subject>Algorithms</subject><subject>Computer simulation</subject><subject>Creep (materials)</subject><subject>Data exchange</subject><subject>Equations of motion</subject><subject>Finite element method</subject><subject>Geometric accuracy</subject><subject>High temperature</subject><subject>Internal forces</subject><subject>Real time</subject><subject>Simulation</subject><subject>Software reuse</subject><subject>Steel frames</subject><subject>Strain rate</subject><subject>Stress relaxation</subject><subject>Substructures</subject><subject>Technical Papers</subject><subject>Temperature dependence</subject><subject>Testing time</subject><subject>Time dependence</subject><subject>Time integration</subject><issn>0733-9399</issn><issn>1943-7889</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2020</creationdate><recordtype>article</recordtype><recordid>eNp1kF1PwjAUhhujiYj-h0Zv9GLYrqNrvUMcQgLRCPfN2Va0ZB_YjkT-vR1DvfLq5Jw-79vkQeiakgElnN7fjpbj5C5ZDKiMWBALIQeEECpCfoJ6v7dT1CMxY4FkUp6jC-c2nom45D20HuE3DUWwMqXG031qTY4nxmq8NOWugMbUFV7o5qPO8SM4nWO_P-0rKE3mgwV8dQhUOX4F25h289ShblY1-t0egEt0tobC6avj7KPVJFmNp8H85Xk2Hs0DYCFrAsapyISU6VAAERKA5JEQWRSn8TBNCeFc0FBQJqM80zJjIgb_wAkTuYwlZX1009Vubf25065Rm3pnK_-jCqOQckapjD310FGZrZ2zeq221pRg94oS1WpVqtWqkoVqFapWoTpq9WHehcFl-q_-J_l_8Bur-nrd</recordid><startdate>20200901</startdate><enddate>20200901</enddate><creator>Abbiati, Giuseppe</creator><creator>Covi, Patrick</creator><creator>Tondini, Nicola</creator><creator>Bursi, Oreste S</creator><creator>Stojadinović, Božidar</creator><general>American Society of Civil Engineers</general><scope>AAYXX</scope><scope>CITATION</scope><scope>7TB</scope><scope>8FD</scope><scope>FR3</scope><scope>KR7</scope><orcidid>https://orcid.org/0000-0002-1713-1977</orcidid><orcidid>https://orcid.org/0000-0002-5048-8505</orcidid><orcidid>https://orcid.org/0000-0002-0570-4061</orcidid></search><sort><creationdate>20200901</creationdate><title>A Real-Time Hybrid Fire Simulation Method Based on Dynamic Relaxation and Partitioned Time Integration</title><author>Abbiati, Giuseppe ; Covi, Patrick ; Tondini, Nicola ; Bursi, Oreste S ; Stojadinović, Božidar</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-a323t-3618c899b58a089aa0d488c47b75bb006681281394dce9c387a75b6038d97913</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2020</creationdate><topic>Algorithms</topic><topic>Computer simulation</topic><topic>Creep (materials)</topic><topic>Data exchange</topic><topic>Equations of motion</topic><topic>Finite element method</topic><topic>Geometric accuracy</topic><topic>High temperature</topic><topic>Internal forces</topic><topic>Real time</topic><topic>Simulation</topic><topic>Software reuse</topic><topic>Steel frames</topic><topic>Strain rate</topic><topic>Stress relaxation</topic><topic>Substructures</topic><topic>Technical Papers</topic><topic>Temperature dependence</topic><topic>Testing time</topic><topic>Time dependence</topic><topic>Time integration</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Abbiati, Giuseppe</creatorcontrib><creatorcontrib>Covi, Patrick</creatorcontrib><creatorcontrib>Tondini, Nicola</creatorcontrib><creatorcontrib>Bursi, Oreste S</creatorcontrib><creatorcontrib>Stojadinović, Božidar</creatorcontrib><collection>CrossRef</collection><collection>Mechanical & Transportation Engineering Abstracts</collection><collection>Technology Research Database</collection><collection>Engineering Research Database</collection><collection>Civil Engineering Abstracts</collection><jtitle>Journal of engineering mechanics</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Abbiati, Giuseppe</au><au>Covi, Patrick</au><au>Tondini, Nicola</au><au>Bursi, Oreste S</au><au>Stojadinović, Božidar</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>A Real-Time Hybrid Fire Simulation Method Based on Dynamic Relaxation and Partitioned Time Integration</atitle><jtitle>Journal of engineering mechanics</jtitle><date>2020-09-01</date><risdate>2020</risdate><volume>146</volume><issue>9</issue><issn>0733-9399</issn><eissn>1943-7889</eissn><abstract>AbstractThe use of simplified numerical substructures in hybrid fire simulation is clearly advantageous as long as the resulting simulation accuracy is sufficient. 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subjects | Algorithms Computer simulation Creep (materials) Data exchange Equations of motion Finite element method Geometric accuracy High temperature Internal forces Real time Simulation Software reuse Steel frames Strain rate Stress relaxation Substructures Technical Papers Temperature dependence Testing time Time dependence Time integration |
title | A Real-Time Hybrid Fire Simulation Method Based on Dynamic Relaxation and Partitioned Time Integration |
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