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<bibitem type="J">   <ARLID>0475349</ARLID> <utime>20240103214152.3</utime><mtime>20170619235959.9</mtime>   <SCOPUS>85018567758</SCOPUS> <WOS>000402212200030</WOS>  <DOI>10.1016/j.cma.2017.03.042</DOI>           <title language="eng" primary="1">eXtended variational quasicontinuum methodology for lattice networks with damage and crack propagation</title>  <specification> <page_count>24 s.</page_count> <media_type>P</media_type> </specification>   <serial><ARLID>cav_un_epca*0256442</ARLID><ISSN>0045-7825</ISSN><title>Computer Methods in Applied Mechanics and Engineering</title><part_num/><part_title/><volume_id>320</volume_id><volume>1 (2017)</volume><page_num>769-792</page_num><publisher><place/><name>Elsevier</name><year/></publisher></serial>    <keyword>Lattice networks</keyword>   <keyword>Quasicontinuum method</keyword>   <keyword>Damage</keyword>   <keyword>Extended finite element method</keyword>   <keyword>Multiscale modelling</keyword>   <keyword>Variational formulation</keyword>    <author primary="1"> <ARLID>cav_un_auth*0347118</ARLID>  <share>34</share> <name1>Rokoš</name1> <name2>O.</name2> <country>CZ</country> <garant>K</garant> </author> <author primary="0"> <ARLID>cav_un_auth*0347119</ARLID>  <share>33</share> <name1>Peerlings</name1> <name2>R. H. J.</name2> <country>NL</country> <garant>S</garant> </author> <author primary="0"> <ARLID>cav_un_auth*0357917</ARLID> <name1>Zeman</name1> <name2>Jan</name2> <full_dept language="cz">Matematická teorie rozhodování</full_dept> <full_dept>Department of Decision Making Theory</full_dept> <department language="cz">MTR</department> <department>MTR</department> <institution>UTIA-B</institution> <fullinstit>Ústav teorie informace a automatizace AV ČR, v. v. i.</fullinstit> </author>   <source> <url>http://library.utia.cas.cz/separaty/2017/AS/zeman-0475349.pdf</url> </source>        <cas_special> <project> <ARLID>cav_un_auth*0331681</ARLID> <project_id>GF16-34894L</project_id> <agency>GA ČR</agency> <country>CZ</country> </project>  <abstract language="eng" primary="1">Lattice networks with dissipative interactions are often employed to analyse materials with discrete micro- or meso-structures, or for a description of heterogeneous materials which can be modelled discretely. They are, however, computationally prohibitive for engineering-scale applications. The (variational) QuasiContinuum (QC) method is a concurrent multiscale approach that reduces their computational cost by fully resolving the (dissipative) lattice network in small regions of interest while coarsening elsewhere. When applied to damageable lattices, moving crack tips can be captured by adaptive mesh refinement schemes, whereas fully -resolved trails in crack wakes can be removed by mesh coarsening. In order to address crack propagation efficiently and accurately, we develop in this contribution the necessary generalizations of the variational QC methodology.</abstract>     <RIV>JJ</RIV> <FORD0>20000</FORD0> <FORD1>20500</FORD1> <FORD2>20501</FORD2>    <reportyear>2018</reportyear>     <inst_support> RVO:67985556 </inst_support>  <permalink>http://hdl.handle.net/11104/0272345</permalink>   <confidential>S</confidential>  <unknown tag="mrcbC86"> 2 Article Engineering Multidisciplinary|Mathematics Interdisciplinary Applications|Mechanics  </unknown> <unknown tag="mrcbC86"> 3+4 Article Engineering Multidisciplinary|Mathematics Interdisciplinary Applications|Mechanics  </unknown> <unknown tag="mrcbC86"> 3+4 Article Engineering Multidisciplinary|Mathematics Interdisciplinary Applications|Mechanics  </unknown>         <unknown tag="mrcbT16-e">MATHEMATICS.INTERDISCIPLINARYAPPLICATIONS|MECHANICS|ENGINEERING.MULTIDISCIPLINARY</unknown> <unknown tag="mrcbT16-f">4.499</unknown> <unknown tag="mrcbT16-g">1.388</unknown> <unknown tag="mrcbT16-h">11.1</unknown> <unknown tag="mrcbT16-i">0.0347</unknown> <unknown tag="mrcbT16-j">1.622</unknown> <unknown tag="mrcbT16-k">26508</unknown> <unknown tag="mrcbT16-s">2.883</unknown> <unknown tag="mrcbT16-5">3.422</unknown> <unknown tag="mrcbT16-6">484</unknown> <unknown tag="mrcbT16-7">Q1</unknown> <unknown tag="mrcbT16-B">95.789</unknown> <unknown tag="mrcbT16-C">96.2</unknown> <unknown tag="mrcbT16-D">Q1*</unknown> <unknown tag="mrcbT16-E">Q1*</unknown> <unknown tag="mrcbT16-M">2.29</unknown> <unknown tag="mrcbT16-N">Q1</unknown> <unknown tag="mrcbT16-P">98.544</unknown> <arlyear>2017</arlyear>       <unknown tag="mrcbU14"> 85018567758 SCOPUS </unknown> <unknown tag="mrcbU24"> PUBMED </unknown> <unknown tag="mrcbU34"> 000402212200030 WOS </unknown> <unknown tag="mrcbU63"> cav_un_epca*0256442 Computer Methods in Applied Mechanics and Engineering 0045-7825 1879-2138 Roč. 320 č. 1 2017 769 792 Elsevier </unknown> </cas_special> </bibitem>