Nonlinear dynamic simulation of cable based structures interacting with sliding objects using the concept of macro element

•Macro finite element implementation and validation. Combination of FEM and DEM.•Cable and sliding mass under large displacement connected to beam finite elements.•Validation and application on cable based structures in dynamic conditions. This paper presents the formulation of a finite element encl...

Full description

Saved in:
Bibliographic Details
Published in:International journal of solids and structures 2021-04, Vol.214-215, p.45-60
Main Authors: Bertrand, D., Grange, S., Bourrier, F., Langlade, T.
Format: Article
Language:English
Subjects:
Cable
Cable-stayed bridges
Civil Engineering
Discrete element method
Dynamic response
Dynamical systems
Dynamique, vibrations
Engineering Sciences
FEM and DEM
Kinematics
Macro finite element
Mechanical systems
Mechanics
Nonlinear dynamics
Nonlinearity
Sliding
Stiffness
Structural dynamics
Structural mechanics
Structures
Citations: Items that this one cites
Items that cite this one
Online Access:Get full text
Tags: Add Tag
No Tags, Be the first to tag this record!
cited_by cdi_FETCH-LOGICAL-c422t-b6912180c81fedfa97fce78eebf54dc578a6285a2166f0e1befe51270de5be8a3
cites cdi_FETCH-LOGICAL-c422t-b6912180c81fedfa97fce78eebf54dc578a6285a2166f0e1befe51270de5be8a3
container_end_page 60
container_issue
container_start_page 45
container_title International journal of solids and structures
container_volume 214-215
creator Bertrand, D.
Grange, S.
Bourrier, F.
Langlade, T.
description •Macro finite element implementation and validation. Combination of FEM and DEM.•Cable and sliding mass under large displacement connected to beam finite elements.•Validation and application on cable based structures in dynamic conditions. This paper presents the formulation of a finite element enclosing a specific internal mechanical equilibrium in order to model cable-based structures in dynamics conditions. It is based on the concept of macro finite element which allows embedding complex mechanical systems solved inside the element boundaries. A significant advantage is to allow an easy implementation within classical commercial codes. The proposed macro finite element describes a cable interacting with a sliding object assimilated to a punctual mass where friction can be accounted for. The dynamic response is described by a model developed within the framework of the DEM (Discrete Element Method) where geometrical nonlinearity (large displacements) is considered. A model combining the proposed macro finite element and a classical linear truss finite element is presented in order to validate its implementation. Finally, illustrative examples are presented. First, a cable yarning system is considered. The effect of friction and of the bending stiffness of the posts on the overall kinematics and force within the system are explored. Then the vulnerability of a cable-stayed bridge to earthquake is explored accounting for guy ropes failure.
doi_str_mv 10.1016/j.ijsolstr.2021.01.004
format article
fullrecord <record><control><sourceid>proquest_hal_p</sourceid><recordid>TN_cdi_hal_primary_oai_HAL_hal_03222268v1</recordid><sourceformat>XML</sourceformat><sourcesystem>PC</sourcesystem><els_id>S0020768321000044</els_id><sourcerecordid>2506624596</sourcerecordid><originalsourceid>FETCH-LOGICAL-c422t-b6912180c81fedfa97fce78eebf54dc578a6285a2166f0e1befe51270de5be8a3</originalsourceid><addsrcrecordid>eNqFkUFv3CAQhVGVSt1s-xcqpJ568GZgbYxvjaKkqbRKLu0ZYTx0sWzYAk6V_vpibZtr0Eho0MeDeY-Qjwx2DJi4GnduTGFKOe44cLaDUlC_IRsm267irBYXZAPAoWqF3L8jlymNUIh9Bxvy5yH4yXnUkQ7PXs_O0OTmZdLZBU-DpUb3E9JeJxxoeWIxeYmYqPMZozbZ-Z_0t8tHmiY3rE3oRzQ50SWtXT4iNcEbPOVVbNYmBooTzujze_LW6inhh3_7lvy4u_1-c18dHr9-u7k-VKbmPFe96BhnEoxkFgeru9YabCVib5t6ME0rteCy0ZwJYQFZjxYbxlsYsOlR6v2WfD7rHvWkTtHNOj6roJ26vz6o9Qz2vCwhn1hhP53ZUwy_FkxZjWGJvnxP8QaE4HXTiUKJM1WmSSmifZFloNZM1Kj-Z6LWTBSUKo5vyZfzRSzzPjmMKhmHxZ7BxeKaGoJ7TeIvsmubiA</addsrcrecordid><sourcetype>Open Access Repository</sourcetype><iscdi>true</iscdi><recordtype>article</recordtype><pqid>2506624596</pqid></control><display><type>article</type><title>Nonlinear dynamic simulation of cable based structures interacting with sliding objects using the concept of macro element</title><source>BACON - Elsevier - GLOBAL_SCIENCEDIRECT-OPENACCESS</source><source>ScienceDirect Freedom Collection</source><creator>Bertrand, D. ; Grange, S. ; Bourrier, F. ; Langlade, T.</creator><creatorcontrib>Bertrand, D. ; Grange, S. ; Bourrier, F. ; Langlade, T.</creatorcontrib><description>•Macro finite element implementation and validation. Combination of FEM and DEM.•Cable and sliding mass under large displacement connected to beam finite elements.•Validation and application on cable based structures in dynamic conditions. This paper presents the formulation of a finite element enclosing a specific internal mechanical equilibrium in order to model cable-based structures in dynamics conditions. It is based on the concept of macro finite element which allows embedding complex mechanical systems solved inside the element boundaries. A significant advantage is to allow an easy implementation within classical commercial codes. The proposed macro finite element describes a cable interacting with a sliding object assimilated to a punctual mass where friction can be accounted for. The dynamic response is described by a model developed within the framework of the DEM (Discrete Element Method) where geometrical nonlinearity (large displacements) is considered. A model combining the proposed macro finite element and a classical linear truss finite element is presented in order to validate its implementation. Finally, illustrative examples are presented. First, a cable yarning system is considered. The effect of friction and of the bending stiffness of the posts on the overall kinematics and force within the system are explored. Then the vulnerability of a cable-stayed bridge to earthquake is explored accounting for guy ropes failure.</description><identifier>ISSN: 0020-7683</identifier><identifier>EISSN: 1879-2146</identifier><identifier>DOI: 10.1016/j.ijsolstr.2021.01.004</identifier><language>eng</language><publisher>New York: Elsevier Ltd</publisher><subject>Cable ; Cable-stayed bridges ; Civil Engineering ; Discrete element method ; Dynamic response ; Dynamical systems ; Dynamique, vibrations ; Engineering Sciences ; FEM and DEM ; Kinematics ; Macro finite element ; Mechanical systems ; Mechanics ; Nonlinear dynamics ; Nonlinearity ; Sliding ; Stiffness ; Structural dynamics ; Structural mechanics ; Structures</subject><ispartof>International journal of solids and structures, 2021-04, Vol.214-215, p.45-60</ispartof><rights>2021 Elsevier Ltd</rights><rights>Copyright Elsevier BV Apr 2021</rights><rights>Attribution</rights><lds50>peer_reviewed</lds50><oa>free_for_read</oa><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-c422t-b6912180c81fedfa97fce78eebf54dc578a6285a2166f0e1befe51270de5be8a3</citedby><cites>FETCH-LOGICAL-c422t-b6912180c81fedfa97fce78eebf54dc578a6285a2166f0e1befe51270de5be8a3</cites><orcidid>0000-0002-7766-0483 ; 0000-0002-4839-8893 ; 0000-0001-7012-818X</orcidid></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><link.rule.ids>230,315,786,790,891,27957,27958</link.rule.ids><backlink>$$Uhttps://hal.science/hal-03222268$$DView record in HAL$$Hfree_for_read</backlink></links><search><creatorcontrib>Bertrand, D.</creatorcontrib><creatorcontrib>Grange, S.</creatorcontrib><creatorcontrib>Bourrier, F.</creatorcontrib><creatorcontrib>Langlade, T.</creatorcontrib><title>Nonlinear dynamic simulation of cable based structures interacting with sliding objects using the concept of macro element</title><title>International journal of solids and structures</title><description>•Macro finite element implementation and validation. Combination of FEM and DEM.•Cable and sliding mass under large displacement connected to beam finite elements.•Validation and application on cable based structures in dynamic conditions. This paper presents the formulation of a finite element enclosing a specific internal mechanical equilibrium in order to model cable-based structures in dynamics conditions. It is based on the concept of macro finite element which allows embedding complex mechanical systems solved inside the element boundaries. A significant advantage is to allow an easy implementation within classical commercial codes. The proposed macro finite element describes a cable interacting with a sliding object assimilated to a punctual mass where friction can be accounted for. The dynamic response is described by a model developed within the framework of the DEM (Discrete Element Method) where geometrical nonlinearity (large displacements) is considered. A model combining the proposed macro finite element and a classical linear truss finite element is presented in order to validate its implementation. Finally, illustrative examples are presented. First, a cable yarning system is considered. The effect of friction and of the bending stiffness of the posts on the overall kinematics and force within the system are explored. Then the vulnerability of a cable-stayed bridge to earthquake is explored accounting for guy ropes failure.</description><subject>Cable</subject><subject>Cable-stayed bridges</subject><subject>Civil Engineering</subject><subject>Discrete element method</subject><subject>Dynamic response</subject><subject>Dynamical systems</subject><subject>Dynamique, vibrations</subject><subject>Engineering Sciences</subject><subject>FEM and DEM</subject><subject>Kinematics</subject><subject>Macro finite element</subject><subject>Mechanical systems</subject><subject>Mechanics</subject><subject>Nonlinear dynamics</subject><subject>Nonlinearity</subject><subject>Sliding</subject><subject>Stiffness</subject><subject>Structural dynamics</subject><subject>Structural mechanics</subject><subject>Structures</subject><issn>0020-7683</issn><issn>1879-2146</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2021</creationdate><recordtype>article</recordtype><recordid>eNqFkUFv3CAQhVGVSt1s-xcqpJ568GZgbYxvjaKkqbRKLu0ZYTx0sWzYAk6V_vpibZtr0Eho0MeDeY-Qjwx2DJi4GnduTGFKOe44cLaDUlC_IRsm267irBYXZAPAoWqF3L8jlymNUIh9Bxvy5yH4yXnUkQ7PXs_O0OTmZdLZBU-DpUb3E9JeJxxoeWIxeYmYqPMZozbZ-Z_0t8tHmiY3rE3oRzQ50SWtXT4iNcEbPOVVbNYmBooTzujze_LW6inhh3_7lvy4u_1-c18dHr9-u7k-VKbmPFe96BhnEoxkFgeru9YabCVib5t6ME0rteCy0ZwJYQFZjxYbxlsYsOlR6v2WfD7rHvWkTtHNOj6roJ26vz6o9Qz2vCwhn1hhP53ZUwy_FkxZjWGJvnxP8QaE4HXTiUKJM1WmSSmifZFloNZM1Kj-Z6LWTBSUKo5vyZfzRSzzPjmMKhmHxZ7BxeKaGoJ7TeIvsmubiA</recordid><startdate>202104</startdate><enddate>202104</enddate><creator>Bertrand, D.</creator><creator>Grange, S.</creator><creator>Bourrier, F.</creator><creator>Langlade, T.</creator><general>Elsevier Ltd</general><general>Elsevier BV</general><general>Elsevier</general><scope>AAYXX</scope><scope>CITATION</scope><scope>7SR</scope><scope>7TB</scope><scope>8BQ</scope><scope>8FD</scope><scope>FR3</scope><scope>JG9</scope><scope>KR7</scope><scope>1XC</scope><scope>VOOES</scope><orcidid>https://orcid.org/0000-0002-7766-0483</orcidid><orcidid>https://orcid.org/0000-0002-4839-8893</orcidid><orcidid>https://orcid.org/0000-0001-7012-818X</orcidid></search><sort><creationdate>202104</creationdate><title>Nonlinear dynamic simulation of cable based structures interacting with sliding objects using the concept of macro element</title><author>Bertrand, D. ; Grange, S. ; Bourrier, F. ; Langlade, T.</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c422t-b6912180c81fedfa97fce78eebf54dc578a6285a2166f0e1befe51270de5be8a3</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2021</creationdate><topic>Cable</topic><topic>Cable-stayed bridges</topic><topic>Civil Engineering</topic><topic>Discrete element method</topic><topic>Dynamic response</topic><topic>Dynamical systems</topic><topic>Dynamique, vibrations</topic><topic>Engineering Sciences</topic><topic>FEM and DEM</topic><topic>Kinematics</topic><topic>Macro finite element</topic><topic>Mechanical systems</topic><topic>Mechanics</topic><topic>Nonlinear dynamics</topic><topic>Nonlinearity</topic><topic>Sliding</topic><topic>Stiffness</topic><topic>Structural dynamics</topic><topic>Structural mechanics</topic><topic>Structures</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Bertrand, D.</creatorcontrib><creatorcontrib>Grange, S.</creatorcontrib><creatorcontrib>Bourrier, F.</creatorcontrib><creatorcontrib>Langlade, T.</creatorcontrib><collection>CrossRef</collection><collection>Engineered Materials Abstracts</collection><collection>Mechanical &amp; Transportation Engineering Abstracts</collection><collection>METADEX</collection><collection>Technology Research Database</collection><collection>Engineering Research Database</collection><collection>Materials Research Database</collection><collection>Civil Engineering Abstracts</collection><collection>Hyper Article en Ligne (HAL)</collection><collection>Hyper Article en Ligne (HAL) (Open Access)</collection><jtitle>International journal of solids and structures</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Bertrand, D.</au><au>Grange, S.</au><au>Bourrier, F.</au><au>Langlade, T.</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Nonlinear dynamic simulation of cable based structures interacting with sliding objects using the concept of macro element</atitle><jtitle>International journal of solids and structures</jtitle><date>2021-04</date><risdate>2021</risdate><volume>214-215</volume><spage>45</spage><epage>60</epage><pages>45-60</pages><issn>0020-7683</issn><eissn>1879-2146</eissn><abstract>•Macro finite element implementation and validation. Combination of FEM and DEM.•Cable and sliding mass under large displacement connected to beam finite elements.•Validation and application on cable based structures in dynamic conditions. This paper presents the formulation of a finite element enclosing a specific internal mechanical equilibrium in order to model cable-based structures in dynamics conditions. It is based on the concept of macro finite element which allows embedding complex mechanical systems solved inside the element boundaries. A significant advantage is to allow an easy implementation within classical commercial codes. The proposed macro finite element describes a cable interacting with a sliding object assimilated to a punctual mass where friction can be accounted for. The dynamic response is described by a model developed within the framework of the DEM (Discrete Element Method) where geometrical nonlinearity (large displacements) is considered. A model combining the proposed macro finite element and a classical linear truss finite element is presented in order to validate its implementation. Finally, illustrative examples are presented. First, a cable yarning system is considered. The effect of friction and of the bending stiffness of the posts on the overall kinematics and force within the system are explored. Then the vulnerability of a cable-stayed bridge to earthquake is explored accounting for guy ropes failure.</abstract><cop>New York</cop><pub>Elsevier Ltd</pub><doi>10.1016/j.ijsolstr.2021.01.004</doi><tpages>16</tpages><orcidid>https://orcid.org/0000-0002-7766-0483</orcidid><orcidid>https://orcid.org/0000-0002-4839-8893</orcidid><orcidid>https://orcid.org/0000-0001-7012-818X</orcidid><oa>free_for_read</oa></addata></record>
fulltext fulltext
identifier ISSN: 0020-7683
ispartof International journal of solids and structures, 2021-04, Vol.214-215, p.45-60
issn 0020-7683
1879-2146
language eng
recordid cdi_hal_primary_oai_HAL_hal_03222268v1
source BACON - Elsevier - GLOBAL_SCIENCEDIRECT-OPENACCESS; ScienceDirect Freedom Collection
subjects Cable
Cable-stayed bridges
Civil Engineering
Discrete element method
Dynamic response
Dynamical systems
Dynamique, vibrations
Engineering Sciences
FEM and DEM
Kinematics
Macro finite element
Mechanical systems
Mechanics
Nonlinear dynamics
Nonlinearity
Sliding
Stiffness
Structural dynamics
Structural mechanics
Structures
title Nonlinear dynamic simulation of cable based structures interacting with sliding objects using the concept of macro element
url http://sfxeu10.hosted.exlibrisgroup.com/loughborough?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&ctx_tim=2024-09-22T01%3A27%3A57IST&url_ver=Z39.88-2004&url_ctx_fmt=infofi/fmt:kev:mtx:ctx&rfr_id=info:sid/primo.exlibrisgroup.com:primo3-Article-proquest_hal_p&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.atitle=Nonlinear%20dynamic%20simulation%20of%20cable%20based%20structures%20interacting%20with%20sliding%20objects%20using%20the%20concept%20of%20macro%20element&rft.jtitle=International%20journal%20of%20solids%20and%20structures&rft.au=Bertrand,%20D.&rft.date=2021-04&rft.volume=214-215&rft.spage=45&rft.epage=60&rft.pages=45-60&rft.issn=0020-7683&rft.eissn=1879-2146&rft_id=info:doi/10.1016/j.ijsolstr.2021.01.004&rft_dat=%3Cproquest_hal_p%3E2506624596%3C/proquest_hal_p%3E%3Cgrp_id%3Ecdi_FETCH-LOGICAL-c422t-b6912180c81fedfa97fce78eebf54dc578a6285a2166f0e1befe51270de5be8a3%3C/grp_id%3E%3Coa%3E%3C/oa%3E%3Curl%3E%3C/url%3E&rft_id=info:oai/&rft_pqid=2506624596&rft_id=info:pmid/&rfr_iscdi=true