{"id":433,"date":"2013-10-22T01:01:51","date_gmt":"2013-10-21T10:01:51","guid":{"rendered":""},"modified":"2013-10-22T01:01:51","modified_gmt":"2013-10-21T10:01:51","slug":"","status":"publish","type":"post","link":"https:\/\/kecbu.uobaghdad.edu.iq\/?p=433","title":{"rendered":"\u062a\u062f\u0631\u064a\u0633\u064a \u0641\u064a \u0642\u0633\u0645 \u0647\u0646\u062f\u0633\u0629 \u0627\u0644\u062a\u0635\u0646\u064a\u0639 \u0627\u0644\u0645\u0624\u062a\u0645\u062a \u064a\u0646\u0634\u0631 \u0628\u062d\u062b\u0627 \u0641\u064a \u0645\u062c\u0644\u0629 Journal of Failure Analysis and Prevention"},"content":{"rendered":"
\u062a\u062f\u0631\u064a\u0633\u064a \u0641\u064a \u0642\u0633\u0645 \u0647\u0646\u062f\u0633\u0629 \u0627\u0644\u062a\u0635\u0646\u064a\u0639 \u0627\u0644\u0645\u0624\u062a\u0645\u062a \u064a\u0646\u0634\u0631 \u0628\u062d\u062b\u0627 \u0641\u064a \u0645\u062c\u0644\u0629 <\/p>\n

Journal of Failure Analysis and Prevention<\/strong><\/h1>\n

<\/span><\/strong><\/span><\/div>\n

<\/p>\n


\u062d\u0631\u0635\u0627 \u0639\u0644\u0649 \u062a\u0642\u062f\u064a\u0645 \u0645\u0627\u064a\u0644\u064a\u0642 \u0628\u0633\u0645\u0639\u0629 \u0627\u0644\u0643\u0644\u064a\u0629 \u0648 \u0627\u0644\u062c\u0627\u0645\u0639\u0629 \u0645\u0646 \u062e\u0644\u0627\u0644 \u0627\u0644\u0628\u062d\u062b \u0627\u0644\u0639\u0644\u0645\u064a \u0648 \u0627\u0644\u0645\u0634\u0627\u0631\u0643\u0627\u062a \u0627\u0644\u0639\u0644\u0645\u064a\u0629 \u0646\u0634\u0631 \u0627\u0644\u062a\u062f\u0631\u064a\u0633\u064a \u0641\u064a \u0643\u0644\u064a\u062a\u0646\u0627 \/ \u0642\u0633\u0645 \u0647\u0646\u062f\u0633\u0629 \u0627\u0644\u062a\u0635\u0646\u064a\u0639 \u0627\u0644\u0645\u0624\u062a\u0645\u062a , \u062f. \u0623\u062d\u0645\u062f \u0645\u062c\u064a\u062f \u0627\u0644\u0645\u062e\u062a\u0627\u0631 \u0628\u062d\u062b\u0647 \u0627\u0644\u0645\u0648\u0633\u0648\u0645 :<\/p>\n

<\/span><\/strong><\/div>\n

<\/span> <\/p>\n

<\/span><\/strong><\/div>\n

<\/span><\/span><\/a><\/span><\/strong><\/span> <\/p>\n

Residual Stresses and Stress Intensity Factor Calculations in T-Welded Joints<\/a><\/h1>\n

<\/span><\/a> <\/span><\/span>
\u0641\u064a \u0645\u062c\u0644\u0629  Journal of Failure Analysis and Prevention  , \u0648\u064a\u062f\u0648\u0631 \u0627\u0644\u0628\u062d\u062b \u062d\u0648\u0644 :<\/p>\n

<\/strong><\/span> <\/p>\n

Abstract<\/span><\/strong><\/span><\/h2>\n

<\/strong><\/span> <\/p>\n

\n

In welded joint, the residual stresses effect can be considered using the residual stress intensity factor (K<\/em> res<\/sub>). In this study, K<\/em> res<\/sub> is calculated using the analytic weight function method (WFM) and the polynomial distribution of residual stresses (σ<\/em> res<\/sub>). The different residual stress distributions have been used analytically. It is to be emphasized that the current approach is little investigated. This is because the weight function has already been developed to calculate K<\/em> for a crack that had already existed, and hence to calculate the stress distribution and stress intensity factor over the crack face. Therefore, the current approach calculates K<\/em> res<\/sub> with σ<\/em> res<\/sub> consideration for the crack which initiates and propagates until failure. The validity to use the proposed weight function has been shown. The results of K<\/em> res<\/sub> have been compared with those obtained from FEM.<\/strong><\/span><\/p>\n<\/p><\/div>\n

\u0648\u0646\u0638\u0631\u0627 \u0644\u0644\u062c\u0647\u0648\u062f \u0627\u0644\u0645\u0628\u0630\u0648\u0644\u0629 \u062d\u0635\u0644 \u0627\u0644\u0627\u0633\u062a\u0627\u0630 \u0627\u062d\u0645\u062f \u0645\u062c\u064a\u062f \u0639\u0644\u0649 \u0643\u062a\u0627\u0628 \u0634\u0643\u0631 \u0645\u0646 \u0627\u0644\u0633\u064a\u062f \u0631\u0626\u064a\u0633 \u0627\u0644\u062c\u0627\u0645\u0639\u0629 ,\u0645\u062a\u0645\u0646\u064a\u0646 \u0644\u062a\u062f\u0631\u064a\u0633\u064a\u064a\u0646\u0627 \u0627\u0644\u0645\u0632\u064a\u062f \u0645\u0646 \u0627\u0644\u062a\u0623\u0644\u0642 \u0648 \u0627\u0644\u0627\u0628\u062f\u0627\u0639.
\"\"
<\/span><\/strong><\/span><\/strong><\/span><\/strong><\/span><\/strong> <\/strong><\/span><\/p>\n","protected":false},"excerpt":{"rendered":"

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Residual Stresses and Stress Intensity Factor Calculations in T-Welded Joints … <\/i>\u0627\u0644\u0645\u0632\u064a\u062f<\/span><\/a><\/p>\n","protected":false},"author":27,"featured_media":15611,"comment_status":"closed","ping_status":"open","sticky":false,"template":"","format":"standard","meta":{"_lmt_disableupdate":"","_lmt_disable":"","footnotes":""},"categories":[1],"tags":[],"class_list":["post-433","post","type-post","status-publish","format-standard","has-post-thumbnail","hentry","category-1"],"yoast_head":"\n\u062a\u062f\u0631\u064a\u0633\u064a \u0641\u064a \u0642\u0633\u0645 \u0647\u0646\u062f\u0633\u0629 \u0627\u0644\u062a\u0635\u0646\u064a\u0639 \u0627\u0644\u0645\u0624\u062a\u0645\u062a \u064a\u0646\u0634\u0631 \u0628\u062d\u062b\u0627 \u0641\u064a \u0645\u062c\u0644\u0629 Journal of Failure Analysis and Prevention · \u0643\u0644\u064a\u0629 \u0627\u0644\u0647\u0646\u062f\u0633\u0629 \u0627\u0644\u062e\u0648\u0627\u0631\u0632\u0645\u064a<\/title>\n<meta name=\"robots\" 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\u0627\u0644\u062c\u0627\u0645\u0639\u0629 \u0645\u0646 \u062e\u0644\u0627\u0644 \u0627\u0644\u0628\u062d\u062b \u0627\u0644\u0639\u0644\u0645\u064a \u0648 \u0627\u0644\u0645\u0634\u0627\u0631\u0643\u0627\u062a \u0627\u0644\u0639\u0644\u0645\u064a\u0629 \u0646\u0634\u0631 \u0627\u0644\u062a\u062f\u0631\u064a\u0633\u064a \u0641\u064a \u0643\u0644\u064a\u062a\u0646\u0627 \/ \u0642\u0633\u0645 \u0647\u0646\u062f\u0633\u0629 \u0627\u0644\u062a\u0635\u0646\u064a\u0639 \u0627\u0644\u0645\u0624\u062a\u0645\u062a , \u062f. \u0623\u062d\u0645\u062f \u0645\u062c\u064a\u062f \u0627\u0644\u0645\u062e\u062a\u0627\u0631 \u0628\u062d\u062b\u0647 \u0627\u0644\u0645\u0648\u0633\u0648\u0645 :Residual Stresses and Stress Intensity Factor Calculations in T-Welded Joints ... \u0627\u0644\u0645\u0632\u064a\u062f\" \/>\n<meta property=\"og:url\" content=\"https:\/\/kecbu.uobaghdad.edu.iq\/?p=433\" \/>\n<meta property=\"og:site_name\" content=\"\u0643\u0644\u064a\u0629 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