<?xml version="1.0" encoding="utf-8"?>
<journal>
<title>International Journal of Civil Engineering</title>
<title_fa>مجله بین المللی مهندسی عمران</title_fa>
<short_title>IJCE</short_title>
<subject>Engineering &amp; Technology</subject>
<web_url>http://ijce.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>1735-0522</journal_id_issn>
<journal_id_issn_online>2283-3874</journal_id_issn_online>
<journal_id_pii></journal_id_pii>
<journal_id_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>1391</year>
	<month>9</month>
	<day>1</day>
</pubdate>
<pubdate>
	<type>gregorian</type>
	<year>2012</year>
	<month>12</month>
	<day>1</day>
</pubdate>
<volume>10</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>Stochastic modeling and calibration of chloride content profile in concrete based on limited available data</title>
	<subject_fa>Structure-Concrete</subject_fa>
	<subject>Structure- Concrete</subject>
	<content_type_fa>Research Paper</content_type_fa>
	<content_type>Research Paper</content_type>
	<abstract_fa></abstract_fa>
	<abstract>&lt;p align=&quot;left&quot;&gt;&lt;i&gt;&lt;font color=&quot;#231f20&quot; face=&quot;TimesNewRomanPS-ItalicMT&quot; size=&quot;2&quot;&gt;&lt;font color=&quot;#231f20&quot; face=&quot;TimesNewRomanPS-ItalicMT&quot; size=&quot;2&quot;&gt;&lt;font color=&quot;#231f20&quot; face=&quot;TimesNewRomanPS-ItalicMT&quot; size=&quot;2&quot;&gt;Chloride ion ingress in concrete is the main reason of concrete corrosion. In real world both uncertainty and stochasticity are&lt;/font&gt;&lt;/font&gt;&lt;/font&gt;&lt;/i&gt;&lt;/p&gt;

&lt;p align=&quot;left&quot;&gt;&lt;i&gt;&lt;font color=&quot;#231f20&quot; face=&quot;TimesNewRomanPS-ItalicMT&quot; size=&quot;2&quot;&gt;&lt;font color=&quot;#231f20&quot; face=&quot;TimesNewRomanPS-ItalicMT&quot; size=&quot;2&quot;&gt;&lt;font color=&quot;#231f20&quot; face=&quot;TimesNewRomanPS-ItalicMT&quot; size=&quot;2&quot;&gt;main attributes of almost all measurements including testing and modeling of chloride content profile in concrete. Regarding&lt;/font&gt;&lt;/font&gt;&lt;/font&gt;&lt;/i&gt;&lt;/p&gt;

&lt;p align=&quot;left&quot;&gt;&lt;i&gt;&lt;font color=&quot;#231f20&quot; face=&quot;TimesNewRomanPS-ItalicMT&quot; size=&quot;2&quot;&gt;&lt;font color=&quot;#231f20&quot; face=&quot;TimesNewRomanPS-ItalicMT&quot; size=&quot;2&quot;&gt;&lt;font color=&quot;#231f20&quot; face=&quot;TimesNewRomanPS-ItalicMT&quot; size=&quot;2&quot;&gt;these facts new models should be able to represent at least some of the uncertainties in the predictions. In this paper after&lt;/font&gt;&lt;/font&gt;&lt;/font&gt;&lt;/i&gt;&lt;/p&gt;

&lt;p align=&quot;left&quot;&gt;&lt;i&gt;&lt;font color=&quot;#231f20&quot; face=&quot;TimesNewRomanPS-ItalicMT&quot; size=&quot;2&quot;&gt;&lt;font color=&quot;#231f20&quot; face=&quot;TimesNewRomanPS-ItalicMT&quot; size=&quot;2&quot;&gt;&lt;font color=&quot;#231f20&quot; face=&quot;TimesNewRomanPS-ItalicMT&quot; size=&quot;2&quot;&gt;inspiration from classical physics related to diffusion and random walk concepts a stochastic partial differential equation (SPDE)&lt;/font&gt;&lt;/font&gt;&lt;/font&gt;&lt;/i&gt;&lt;/p&gt;

&lt;p align=&quot;left&quot;&gt;&lt;i&gt;&lt;font color=&quot;#231f20&quot; face=&quot;TimesNewRomanPS-ItalicMT&quot; size=&quot;2&quot;&gt;&lt;font color=&quot;#231f20&quot; face=&quot;TimesNewRomanPS-ItalicMT&quot; size=&quot;2&quot;&gt;&lt;font color=&quot;#231f20&quot; face=&quot;TimesNewRomanPS-ItalicMT&quot; size=&quot;2&quot;&gt;of diffusion is introduced to show a more realistic modeling/calibration scheme for construction of stochastic chloride content&lt;/font&gt;&lt;/font&gt;&lt;/font&gt;&lt;/i&gt;&lt;/p&gt;

&lt;p align=&quot;left&quot;&gt;&lt;i&gt;&lt;font color=&quot;#231f20&quot; face=&quot;TimesNewRomanPS-ItalicMT&quot; size=&quot;2&quot;&gt;&lt;font color=&quot;#231f20&quot; face=&quot;TimesNewRomanPS-ItalicMT&quot; size=&quot;2&quot;&gt;&lt;font color=&quot;#231f20&quot; face=&quot;TimesNewRomanPS-ItalicMT&quot; size=&quot;2&quot;&gt;profile in concrete. Diffusion SPDE provides a consistent quantitative way of relating uncertainty in inputs to uncertainty in&lt;/font&gt;&lt;/font&gt;&lt;/font&gt;&lt;/i&gt;&lt;/p&gt;

&lt;p align=&quot;left&quot;&gt;&lt;i&gt;&lt;font color=&quot;#231f20&quot; face=&quot;TimesNewRomanPS-ItalicMT&quot; size=&quot;2&quot;&gt;&lt;font color=&quot;#231f20&quot; face=&quot;TimesNewRomanPS-ItalicMT&quot; size=&quot;2&quot;&gt;&lt;font color=&quot;#231f20&quot; face=&quot;TimesNewRomanPS-ItalicMT&quot; size=&quot;2&quot;&gt;outputs. Although it is possible to run sensitivity analysis to get some statistical results from deterministic models but the nature&lt;/font&gt;&lt;/font&gt;&lt;/font&gt;&lt;/i&gt;&lt;/p&gt;

&lt;p align=&quot;left&quot;&gt;&lt;i&gt;&lt;font color=&quot;#231f20&quot; face=&quot;TimesNewRomanPS-ItalicMT&quot; size=&quot;2&quot;&gt;&lt;font color=&quot;#231f20&quot; face=&quot;TimesNewRomanPS-ItalicMT&quot; size=&quot;2&quot;&gt;&lt;font color=&quot;#231f20&quot; face=&quot;TimesNewRomanPS-ItalicMT&quot; size=&quot;2&quot;&gt;of diffusion is inherently stochastic. Brownian motion process (Wiener process) is used in SPDE to simulate the random nature&lt;/font&gt;&lt;/font&gt;&lt;/font&gt;&lt;/i&gt;&lt;/p&gt;

&lt;p align=&quot;left&quot;&gt;&lt;i&gt;&lt;font color=&quot;#231f20&quot; face=&quot;TimesNewRomanPS-ItalicMT&quot; size=&quot;2&quot;&gt;&lt;font color=&quot;#231f20&quot; face=&quot;TimesNewRomanPS-ItalicMT&quot; size=&quot;2&quot;&gt;&lt;font color=&quot;#231f20&quot; face=&quot;TimesNewRomanPS-ItalicMT&quot; size=&quot;2&quot;&gt;of the diffusion in heterogeneous media or random fields like concrete. The proposed method can be used to calibrate/model the&lt;/font&gt;&lt;/font&gt;&lt;/font&gt;&lt;/i&gt;&lt;/p&gt;

&lt;p align=&quot;left&quot;&gt;&lt;i&gt;&lt;font color=&quot;#231f20&quot; face=&quot;TimesNewRomanPS-ItalicMT&quot; size=&quot;2&quot;&gt;&lt;font color=&quot;#231f20&quot; face=&quot;TimesNewRomanPS-ItalicMT&quot; size=&quot;2&quot;&gt;&lt;font color=&quot;#231f20&quot; face=&quot;TimesNewRomanPS-ItalicMT&quot; size=&quot;2&quot;&gt;chloride ion profile in concrete by only some limited data for a given depth. Then the stochastic chloride ion diffusion can be&lt;/font&gt;&lt;/font&gt;&lt;/font&gt;&lt;/i&gt;&lt;/p&gt;

&lt;p align=&quot;left&quot;&gt;&lt;i&gt;&lt;font color=&quot;#231f20&quot; face=&quot;TimesNewRomanPS-ItalicMT&quot; size=&quot;2&quot;&gt;&lt;font color=&quot;#231f20&quot; face=&quot;TimesNewRomanPS-ItalicMT&quot; size=&quot;2&quot;&gt;&lt;font color=&quot;#231f20&quot; face=&quot;TimesNewRomanPS-ItalicMT&quot; size=&quot;2&quot;&gt;simulated by langevin equation. Results of the method are compared with data from some references and all show good&lt;/font&gt;&lt;/font&gt;&lt;/font&gt;&lt;/i&gt;&lt;/p&gt;

&lt;p&gt;&lt;i&gt;&lt;font color=&quot;#231f20&quot; face=&quot;TimesNewRomanPS-ItalicMT&quot; size=&quot;2&quot;&gt;&lt;font color=&quot;#231f20&quot; face=&quot;TimesNewRomanPS-ItalicMT&quot; size=&quot;2&quot;&gt;&lt;font color=&quot;#231f20&quot; face=&quot;TimesNewRomanPS-ItalicMT&quot; size=&quot;2&quot;&gt;agreements.&lt;/font&gt;&lt;/font&gt;&lt;/font&gt;&lt;/i&gt;&lt;/p&gt;
</abstract>
	<keyword_fa></keyword_fa>
	<keyword>Concrete corrosion, Markov process, Stochastic partial differential equation (SPDE), Langevin equation</keyword>
	<start_page>309</start_page>
	<end_page>316</end_page>
	<web_url>http://ijce.iust.ac.ir/browse.php?a_code=A-10-237-3&amp;slc_lang=en&amp;sid=1</web_url>


<author_list>
	<author>
	<first_name>A.</first_name>
	<middle_name></middle_name>
	<last_name>Tarighat</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>tarighat@srttu.edu</email>
	<code>180031947532846009800</code>
	<orcid>180031947532846009800</orcid>
	<coreauthor>Yes
</coreauthor>
	<affiliation>Assistant Professor, PhD, Civil Engineering Department, Shahid Rajaee Teacher Training University, Shabanlou St., Lavizan, Tehran,Iran</affiliation>
	<affiliation_fa></affiliation_fa>
	 </author>


</author_list>


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