FATIGUE TESTS OF TUBULAR T-JOINTS

Test results of tubular T-joints subjected to repetitive loading are discussed in this report. The T-joint consisted of a larger tube, the chord, and a smaller tube, the brace, welded at right angles to the chord wall. The chord walls of T-joints must sustain severe stress concentration which is typ...

Ausführliche Beschreibung

Gespeichert in:

Bibliographische Detailangaben
Hauptverfasser:	Kurobane,Y, Natarajan,M, Toprac,A. A
Format:	Report
Sprache:	eng
Schlagworte:	Couplers, Fasteners, and Joints FAILURE(MECHANICS) FATIGUE(MECHANICS) FRACTOGRAPHY JOINTS LOADS(FORCES) Mechanics PIPES STEEL STRUCTURES TENSILE PROPERTIES WELDS
Online-Zugang:	Volltext bestellen
Tags:	Tag hinzufügen Keine Tags, Fügen Sie den ersten Tag hinzu!

container_end_page
container_issue
container_start_page
container_title
container_volume
creator	Kurobane,Y Natarajan,M Toprac,A. A
description	Test results of tubular T-joints subjected to repetitive loading are discussed in this report. The T-joint consisted of a larger tube, the chord, and a smaller tube, the brace, welded at right angles to the chord wall. The chord walls of T-joints must sustain severe stress concentration which is typical in tubular joints. The fatigue behavior of about 100,000 cycles is studies for six types of specimens. Fatigue cracks in most specimens initiated at the points of stress concentration near the toe of the welds at the center section of the chord and propagated along the toe of the welds. The number of cycles to detectable crack initiation was about half of that to complete failure. It is concluded that the tests should be extended to a more comprehensive investigation using large-size specimens. (Author)
format	Report
fullrecord	<record><control><sourceid>dtic_1RU</sourceid><recordid>TN_cdi_dtic_stinet_AD0671854</recordid><sourceformat>XML</sourceformat><sourcesystem>PC</sourcesystem><sourcerecordid>AD0671854</sourcerecordid><originalsourceid>FETCH-dtic_stinet_AD06718543</originalsourceid><addsrcrecordid>eNrjZFB0cwzxdA91VQhxDQ4JVvB3UwgJdQr1cQxSCNH18vf0CwnmYWBNS8wpTuWF0twMMm6uIc4euiklmcnxxSWZeakl8Y4uBmbmhhamJsYEpAHEcR9E</addsrcrecordid><sourcetype>Open Access Repository</sourcetype><iscdi>true</iscdi><recordtype>report</recordtype></control><display><type>report</type><title>FATIGUE TESTS OF TUBULAR T-JOINTS</title><source>DTIC Technical Reports</source><creator>Kurobane,Y ; Natarajan,M ; Toprac,A. A</creator><creatorcontrib>Kurobane,Y ; Natarajan,M ; Toprac,A. A ; TEXAS UNIV AUSTIN STRUCTURES FATIGUE RESEARCH LAB</creatorcontrib><description>Test results of tubular T-joints subjected to repetitive loading are discussed in this report. The T-joint consisted of a larger tube, the chord, and a smaller tube, the brace, welded at right angles to the chord wall. The chord walls of T-joints must sustain severe stress concentration which is typical in tubular joints. The fatigue behavior of about 100,000 cycles is studies for six types of specimens. Fatigue cracks in most specimens initiated at the points of stress concentration near the toe of the welds at the center section of the chord and propagated along the toe of the welds. The number of cycles to detectable crack initiation was about half of that to complete failure. It is concluded that the tests should be extended to a more comprehensive investigation using large-size specimens. (Author)</description><language>eng</language><subject>Couplers, Fasteners, and Joints ; FAILURE(MECHANICS) ; FATIGUE(MECHANICS) ; FRACTOGRAPHY ; JOINTS ; LOADS(FORCES) ; Mechanics ; PIPES ; STEEL ; STRUCTURES ; TENSILE PROPERTIES ; WELDS</subject><creationdate>1967</creationdate><rights>APPROVED FOR PUBLIC RELEASE</rights><oa>free_for_read</oa><woscitedreferencessubscribed>false</woscitedreferencessubscribed></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><link.rule.ids>230,780,885,27566,27567</link.rule.ids><linktorsrc>$$Uhttps://apps.dtic.mil/sti/citations/AD0671854$$EView_record_in_DTIC$$FView_record_in_$$GDTIC$$Hfree_for_read</linktorsrc></links><search><creatorcontrib>Kurobane,Y</creatorcontrib><creatorcontrib>Natarajan,M</creatorcontrib><creatorcontrib>Toprac,A. A</creatorcontrib><creatorcontrib>TEXAS UNIV AUSTIN STRUCTURES FATIGUE RESEARCH LAB</creatorcontrib><title>FATIGUE TESTS OF TUBULAR T-JOINTS</title><description>Test results of tubular T-joints subjected to repetitive loading are discussed in this report. The T-joint consisted of a larger tube, the chord, and a smaller tube, the brace, welded at right angles to the chord wall. The chord walls of T-joints must sustain severe stress concentration which is typical in tubular joints. The fatigue behavior of about 100,000 cycles is studies for six types of specimens. Fatigue cracks in most specimens initiated at the points of stress concentration near the toe of the welds at the center section of the chord and propagated along the toe of the welds. The number of cycles to detectable crack initiation was about half of that to complete failure. It is concluded that the tests should be extended to a more comprehensive investigation using large-size specimens. (Author)</description><subject>Couplers, Fasteners, and Joints</subject><subject>FAILURE(MECHANICS)</subject><subject>FATIGUE(MECHANICS)</subject><subject>FRACTOGRAPHY</subject><subject>JOINTS</subject><subject>LOADS(FORCES)</subject><subject>Mechanics</subject><subject>PIPES</subject><subject>STEEL</subject><subject>STRUCTURES</subject><subject>TENSILE PROPERTIES</subject><subject>WELDS</subject><fulltext>true</fulltext><rsrctype>report</rsrctype><creationdate>1967</creationdate><recordtype>report</recordtype><sourceid>1RU</sourceid><recordid>eNrjZFB0cwzxdA91VQhxDQ4JVvB3UwgJdQr1cQxSCNH18vf0CwnmYWBNS8wpTuWF0twMMm6uIc4euiklmcnxxSWZeakl8Y4uBmbmhhamJsYEpAHEcR9E</recordid><startdate>196711</startdate><enddate>196711</enddate><creator>Kurobane,Y</creator><creator>Natarajan,M</creator><creator>Toprac,A. A</creator><scope>1RU</scope><scope>BHM</scope></search><sort><creationdate>196711</creationdate><title>FATIGUE TESTS OF TUBULAR T-JOINTS</title><author>Kurobane,Y ; Natarajan,M ; Toprac,A. A</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-dtic_stinet_AD06718543</frbrgroupid><rsrctype>reports</rsrctype><prefilter>reports</prefilter><language>eng</language><creationdate>1967</creationdate><topic>Couplers, Fasteners, and Joints</topic><topic>FAILURE(MECHANICS)</topic><topic>FATIGUE(MECHANICS)</topic><topic>FRACTOGRAPHY</topic><topic>JOINTS</topic><topic>LOADS(FORCES)</topic><topic>Mechanics</topic><topic>PIPES</topic><topic>STEEL</topic><topic>STRUCTURES</topic><topic>TENSILE PROPERTIES</topic><topic>WELDS</topic><toplevel>online_resources</toplevel><creatorcontrib>Kurobane,Y</creatorcontrib><creatorcontrib>Natarajan,M</creatorcontrib><creatorcontrib>Toprac,A. A</creatorcontrib><creatorcontrib>TEXAS UNIV AUSTIN STRUCTURES FATIGUE RESEARCH LAB</creatorcontrib><collection>DTIC Technical Reports</collection><collection>DTIC STINET</collection></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext_linktorsrc</fulltext></delivery><addata><au>Kurobane,Y</au><au>Natarajan,M</au><au>Toprac,A. A</au><aucorp>TEXAS UNIV AUSTIN STRUCTURES FATIGUE RESEARCH LAB</aucorp><format>book</format><genre>unknown</genre><ristype>RPRT</ristype><btitle>FATIGUE TESTS OF TUBULAR T-JOINTS</btitle><date>1967-11</date><risdate>1967</risdate><abstract>Test results of tubular T-joints subjected to repetitive loading are discussed in this report. The T-joint consisted of a larger tube, the chord, and a smaller tube, the brace, welded at right angles to the chord wall. The chord walls of T-joints must sustain severe stress concentration which is typical in tubular joints. The fatigue behavior of about 100,000 cycles is studies for six types of specimens. Fatigue cracks in most specimens initiated at the points of stress concentration near the toe of the welds at the center section of the chord and propagated along the toe of the welds. The number of cycles to detectable crack initiation was about half of that to complete failure. It is concluded that the tests should be extended to a more comprehensive investigation using large-size specimens. (Author)</abstract><oa>free_for_read</oa></addata></record>
fulltext	fulltext_linktorsrc
identifier
ispartof
issn
language	eng
recordid	cdi_dtic_stinet_AD0671854
source	DTIC Technical Reports
subjects	Couplers, Fasteners, and Joints FAILURE(MECHANICS) FATIGUE(MECHANICS) FRACTOGRAPHY JOINTS LOADS(FORCES) Mechanics PIPES STEEL STRUCTURES TENSILE PROPERTIES WELDS
title	FATIGUE TESTS OF TUBULAR T-JOINTS
url	https://sfx.bib-bvb.de/sfx_tum?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&ctx_tim=2025-01-11T14%3A33%3A35IST&url_ver=Z39.88-2004&url_ctx_fmt=infofi/fmt:kev:mtx:ctx&rfr_id=info:sid/primo.exlibrisgroup.com:primo3-Article-dtic_1RU&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=unknown&rft.btitle=FATIGUE%20TESTS%20OF%20TUBULAR%20T-JOINTS&rft.au=Kurobane,Y&rft.aucorp=TEXAS%20UNIV%20AUSTIN%20STRUCTURES%20FATIGUE%20RESEARCH%20LAB&rft.date=1967-11&rft_id=info:doi/&rft_dat=%3Cdtic_1RU%3EAD0671854%3C/dtic_1RU%3E%3Curl%3E%3C/url%3E&disable_directlink=true&sfx.directlink=off&sfx.report_link=0&rft_id=info:oai/&rft_id=info:pmid/&rfr_iscdi=true