<?xml version="1.0" encoding="utf-8"?>
<journal>
<title>International Journal of Optimization in Civil Engineering</title>
<title_fa>عنوان نشریه</title_fa>
<short_title>IJOCE</short_title>
<subject>Engineering &amp; Technology</subject>
<web_url>http://ijoce.iust.ac.ir</web_url>
<journal_hbi_system_id>18</journal_hbi_system_id>
<journal_hbi_system_user>agent2</journal_hbi_system_user>
<journal_id_issn>2228-7558</journal_id_issn>
<journal_id_issn_online>3060-8236</journal_id_issn_online>
<journal_id_pii></journal_id_pii>
<journal_id_doi>doi</journal_id_doi>
<journal_id_iranmedex></journal_id_iranmedex>
<journal_id_magiran></journal_id_magiran>
<journal_id_sid></journal_id_sid>
<journal_id_nlai></journal_id_nlai>
<journal_id_science></journal_id_science>
<language>en</language>
<pubdate>
	<type>jalali</type>
	<year>1394</year>
	<month>4</month>
	<day>1</day>
</pubdate>
<pubdate>
	<type>gregorian</type>
	<year>2015</year>
	<month>7</month>
	<day>1</day>
</pubdate>
<volume>5</volume>
<number>4</number>
<publish_type>online</publish_type>
<publish_edition>1</publish_edition>
<article_type>fulltext</article_type>
<articleset>
	<article>


	<language>en</language>
	<article_id_doi></article_id_doi>
	<title_fa></title_fa>
	<title>3D BENCHMARK RESULTS FOR ROBUST STRUCTURAL OPTIMIZATION UNDER UNCERTAINTY IN LOADING DIRECTIONS</title>
	<subject_fa>Optimal design</subject_fa>
	<subject>Optimal design</subject>
	<content_type_fa>پژوهشي</content_type_fa>
	<content_type>Research</content_type>
	<abstract_fa></abstract_fa>
	<abstract>This  study  has  been  inspired  by  the  paper  &quot;An  efficient  3D  topology  optimization  code written  in  MATLAB”  written  by  Liu  and  Tovar  (2014)  demonstrating  that  SIMP-based three-dimensional (3D) topology optimization of continuum structures can be implemented in 169 lines of MATLAB code. Based on the above paper, we show here that, by simple and easy-to-understand  modifications  we  get  a  few  lines  longer  code,  which  is  able  to  solve robust topology optimization problems with uncertain load directions. In the presented worst load  direction  oriented  approach,  the  varying  load  directions  are  handled  by  quadratic constrains,  which  describe  spherical  regions  about  the  nominal  loads.  The  result  of  the optimization is a robust compliance-minimal volume constrained design,  which is invariant to the investigated directional uncertainty. The key element of the robustification  is a worstload-direction searching  process,  which  is  formulated  as  a  small  quadratic  programming problem with quadratic constraints. The presented approach is a  3D  extension of  the  robust approach originally developed by Csébfalvi (2014) for 2D continuum structures. In order to demonstrate  the  viability  and  efficiency  of  the  extension,  we  present  the  model  and algorithm  with  detailed  benchmark  results  for  robust  topology  optimization  of  3D continuum  structures.  It  will  be  demonstrated  that  the  computational  cost  of  the robustification is comparable with its  deterministic equivalent because  its  central element is a  standard 3D deterministic multi-load structure optimization problem and the worst-loaddirection searching process is formulated as a significantly smaller quadratically constrained quadratic programming problem, which can be solved efficiently by several different ways.</abstract>
	<keyword_fa></keyword_fa>
	<keyword>optimal  topology  design,  robust  topology  optimization,  uncertain  design  parameters, uncertain load direction, worst load direction.</keyword>
	<start_page>409</start_page>
	<end_page>418</end_page>
	<web_url>http://ijoce.iust.ac.ir/browse.php?a_code=A-10-66-75&amp;slc_lang=en&amp;sid=1</web_url>


<author_list>
	<author>
	<first_name>A.</first_name>
	<middle_name></middle_name>
	<last_name>Csébfalvi</last_name>
	<suffix></suffix>
	<first_name_fa></first_name_fa>
	<middle_name_fa></middle_name_fa>
	<last_name_fa></last_name_fa>
	<suffix_fa></suffix_fa>
	<email></email>
	<code>18003194753284600859</code>
	<orcid>18003194753284600859</orcid>
	<coreauthor>Yes
</coreauthor>
	<affiliation></affiliation>
	<affiliation_fa></affiliation_fa>
	 </author>


</author_list>


	</article>
</articleset>
</journal>
