A Study on Standard of Size of Fillet Weld
According to the specification for Highway Bridges, the minimum weld size is determined so that the leg length, S, satisfies the condition of S>=√2t, where t is the thickness of a plate. However, when the thickness exceeds 40mm this standard requires the S value larger than the maximum of one pas...
Saved in:
Published in | QUARTERLY JOURNAL OF THE JAPAN WELDING SOCIETY Vol. 23; no. 3; pp. 422 - 430 |
---|---|
Main Authors | , , |
Format | Journal Article |
Language | Japanese |
Published |
JAPAN WELDING SOCIETY
01.08.2005
|
Subjects | |
Online Access | Get full text |
Cover
Loading…
Abstract | According to the specification for Highway Bridges, the minimum weld size is determined so that the leg length, S, satisfies the condition of S>=√2t, where t is the thickness of a plate. However, when the thickness exceeds 40mm this standard requires the S value larger than the maximum of one pass welding, which could lead to the decrease of the welding execution efficiency. Why this standard regulates the weld size is to avoid cold cracking by escaping the rapid cooling. But escaping the rapid cooling is not the only method to avoid cold cracking. In this study, we examine the cold cracking susceptibility and the HAZ hardness distributions of the fillet welds using 50mm thick plates whose PCM ranges from 0.21% to 0.27%. We also carry out the heat conduction analysis to evaluate the effect of the test piece size. Using the present results, we discuss the validity of the today's standard of the √2t regulation. |
---|---|
AbstractList | According to the specification for Highway Bridges, the minimum weld size is determined so that the leg length, S, satisfies the condition of S > or = root 2t, where t is the thickness of a plate. However, when the thickness exceeds 40mm this standard requires the S value larger than the maximum of one pass welding, which could lead to the decrease of the welding execution efficiency. Why this standard regulates the weld size is to avoid cold cracking by escaping the rapid cooling. But escaping the rapid cooling is not the only method to avoid cold cracking. In this study, we examine the cold cracking susceptibility and the HAZ hardness distributions of the fillet welds using 50mm thick plates whose PCM ranges from 0.21% to 0.27%. We also carry out the heat conduction analysis to evaluate the effect of the test piece size. Using the present results, we discuss the validity of the today's standard of the root 2t regulation. [Material: steel]. According to the specification for Highway Bridges, the minimum weld size is determined so that the leg length, S, satisfies the condition of S>=√2t, where t is the thickness of a plate. However, when the thickness exceeds 40mm this standard requires the S value larger than the maximum of one pass welding, which could lead to the decrease of the welding execution efficiency. Why this standard regulates the weld size is to avoid cold cracking by escaping the rapid cooling. But escaping the rapid cooling is not the only method to avoid cold cracking. In this study, we examine the cold cracking susceptibility and the HAZ hardness distributions of the fillet welds using 50mm thick plates whose PCM ranges from 0.21% to 0.27%. We also carry out the heat conduction analysis to evaluate the effect of the test piece size. Using the present results, we discuss the validity of the today's standard of the √2t regulation. |
Author | KASUYA, Tadashi MINAMI, Kuniaki MIKI, Chitoshi |
Author_xml | – sequence: 1 fullname: MINAMI, Kuniaki organization: SAKURADA Corporation – sequence: 2 fullname: KASUYA, Tadashi organization: NIPPON STEEL – sequence: 3 fullname: MIKI, Chitoshi organization: Tokyo Institute of Technology |
BookMark | eNqFkEFLAzEQhYNUsNbe_AF78iBuTSbZTfZYilWh4KGKx5Bks7ol3W2TLdL-elNX6tHLvIH3zTx4l2jQtI1F6JrgCQDm99vV6itMgE4YwBkaAqMsFZDBAA0xCJEyzskFGodQa4yzAhPBxRDdTpNltyv3SdvERTWl8mXSVsmyPtijzmvnbJe8W1deofNKuWDHvzpCb_OH19lTunh5fJ5NF6kB4F3KwIpcVKAs5bnmWFUs5lGqjCpMabQmmkPOisLkXOtMEZIZI4jitAJDdE5H6Kb_u_HtdmdDJ9d1MNY51dh2FyQUHGNg-H9QkBjMRATvetD4NgRvK7nx9Vr5vSRYHsuTP-VJoDKWF_Fpj69Cpz7sCVa-q42zfzDtR7w5eeZTeWkb-g2553pu |
Cites_doi | 10.2207/qjjws1943.38.10_1134 10.2207/qjjws1943.39.3_156 10.2207/qjjws1943.41.915 10.2207/qjjws.13.347 10.2207/qjjws1943.37.983 |
ContentType | Journal Article |
Copyright | 2005 by JAPAN WELDING SOCIETY |
Copyright_xml | – notice: 2005 by JAPAN WELDING SOCIETY |
DBID | AAYXX CITATION 8BQ 8FD FR3 JG9 KR7 7TB |
DOI | 10.2207/qjjws.23.422 |
DatabaseName | CrossRef METADEX Technology Research Database Engineering Research Database Materials Research Database Civil Engineering Abstracts Mechanical & Transportation Engineering Abstracts |
DatabaseTitle | CrossRef Materials Research Database Civil Engineering Abstracts Engineering Research Database Technology Research Database METADEX Mechanical & Transportation Engineering Abstracts |
DatabaseTitleList | Technology Research Database Materials Research Database |
DeliveryMethod | fulltext_linktorsrc |
Discipline | Engineering |
EISSN | 2434-8252 |
EndPage | 430 |
ExternalDocumentID | 10_2207_qjjws_23_422 article_qjjws_23_3_23_3_422_article_char_en |
GroupedDBID | 123 2WC ALMA_UNASSIGNED_HOLDINGS CS3 E3Z JSF KQ8 OK1 RJT AAYXX CITATION 8BQ 8FD FR3 JG9 KR7 7TB |
ID | FETCH-LOGICAL-c227t-42e868f2ae376b70af400533aca9cdcbb1b726499c67bb5a115cc81a73f2c1b63 |
ISSN | 0288-4771 |
IngestDate | Thu Apr 11 23:08:37 EDT 2024 Thu Apr 11 17:38:17 EDT 2024 Fri Aug 23 02:01:28 EDT 2024 Wed Apr 05 13:23:06 EDT 2023 |
IsDoiOpenAccess | true |
IsOpenAccess | true |
IsPeerReviewed | false |
IsScholarly | true |
Issue | 3 |
Language | Japanese |
LinkModel | OpenURL |
MergedId | FETCHMERGED-LOGICAL-c227t-42e868f2ae376b70af400533aca9cdcbb1b726499c67bb5a115cc81a73f2c1b63 |
Notes | ObjectType-Article-2 SourceType-Scholarly Journals-1 ObjectType-Feature-1 content type line 23 |
OpenAccessLink | https://www.jstage.jst.go.jp/article/qjjws/23/3/23_3_422/_article/-char/en |
PQID | 28105348 |
PQPubID | 23500 |
PageCount | 9 |
ParticipantIDs | proquest_miscellaneous_29700240 proquest_miscellaneous_28105348 crossref_primary_10_2207_qjjws_23_422 jstage_primary_article_qjjws_23_3_23_3_422_article_char_en |
PublicationCentury | 2000 |
PublicationDate | 2005-08-00 |
PublicationDateYYYYMMDD | 2005-08-01 |
PublicationDate_xml | – month: 08 year: 2005 text: 2005-08-00 |
PublicationDecade | 2000 |
PublicationTitle | QUARTERLY JOURNAL OF THE JAPAN WELDING SOCIETY |
PublicationYear | 2005 |
Publisher | JAPAN WELDING SOCIETY |
Publisher_xml | – name: JAPAN WELDING SOCIETY |
References | 2) 日本建築学会:鋼構造設計規準, 2001 14) BS5135: Specification for process of arc welding of carbon and manganese steels, 1987, British Standard Specification 10) H.Kihara, M.Inagaki, K.Horikawa, Y.Kuriyama : On the Fillet Weld Cracking of 50kg/mm2 Grade High Strength Steels -On the Heel-Crack-, J.JWS,39-3 (1970), 156-165, (in Japanese 3) AASHTO: LRFD BRIDGE DESIGN SPECIFICATIONS (SI UNITS FIRST EDITION),1994 9) N.Yurioka, T.Kasuya: A Chart Metod to Determine Necessary Preheat Temperature in Steel Welding, Quar.J.JWS, 13-4(1995),347-357. 8) Y. Ito, K. Bessyo : Cracking Parameter of High Strength Steels related to heat affected zone cracking(Report 2), J.JWS,38-10(1969), 1135-1144, (in Japanese 11) Tanaka,T.Kitada : Study on the Fillet Weld Cracking -On the Heel-Cracking-, J.JWS, 41-8 (1972), 915-924, (in Japanese 6) K.Minami, C.Miki : Investigation of Steel Mechanical Properties for Bridge, Steel Construction Engineering(JSSC),11-42(2004), 121-132, (in Japanese 13) 田中正三:移動熱源による熱伝導について, 溶接学会誌, Vol.13,(1943), 347-359,(in Japanese 7) Y.Ito,K.Bessyo: Cracking Parameter of High Strength Steels related to heat affected zone carcking, J.JWS,37-9(1968),983-991,(in Japanese 1) 日本道路協会:道路橋示方書・同解説(鋼橋編), 2002.3. 15) K. Minami, J.Tamura, T.Kasuya, T.Nose, C.Miki: A Study on the Standard of Fillet welding size (Part.2), The proceeding of the 58th JSCE Annual Meeting(2003), 151-152, (in Japanese 4) 日本海事協会:鋼船規則検査要領集「隅肉溶接継手試験」, pp644-646, 1993. 5) 日本工業規格:y形溶接割れ試験方法(Z 3158-1993 12) J.Tanaka,T.Kitada : Deformation Cracking of Single Fileet Weld and Selection of Welding Procedures for Avoiding its Cracking, J.JWS, 49-1(1980), 45-52, (in Japanese 11 12 13 14 15 1 2 3 4 5 6 7 8 9 10 |
References_xml | – ident: 2 – ident: 3 – ident: 8 doi: 10.2207/qjjws1943.38.10_1134 – ident: 5 – ident: 4 – ident: 1 – ident: 12 – ident: 13 – ident: 14 – ident: 15 – ident: 10 doi: 10.2207/qjjws1943.39.3_156 – ident: 11 doi: 10.2207/qjjws1943.41.915 – ident: 6 – ident: 9 doi: 10.2207/qjjws.13.347 – ident: 7 doi: 10.2207/qjjws1943.37.983 |
SSID | ssib005901878 ssib000937286 ssib044765221 ssj0033573 ssib031741155 ssib000961621 ssib023161316 ssib023168149 ssib002224207 ssib029852163 |
Score | 1.7326156 |
Snippet | According to the specification for Highway Bridges, the minimum weld size is determined so that the leg length, S, satisfies the condition of S>=√2t, where t... According to the specification for Highway Bridges, the minimum weld size is determined so that the leg length, S, satisfies the condition of S > or = root 2t,... |
SourceID | proquest crossref jstage |
SourceType | Aggregation Database Publisher |
StartPage | 422 |
SubjectTerms | hydrogen minimum welding size PCM weld crack |
Title | A Study on Standard of Size of Fillet Weld |
URI | https://www.jstage.jst.go.jp/article/qjjws/23/3/23_3_422/_article/-char/en https://search.proquest.com/docview/28105348 https://search.proquest.com/docview/29700240 |
Volume | 23 |
hasFullText | 1 |
inHoldings | 1 |
isFullTextHit | |
isPrint | |
ispartofPNX | QUARTERLY JOURNAL OF THE JAPAN WELDING SOCIETY, 2005, Vol.23(3), pp.422-430 |
link | http://utb.summon.serialssolutions.com/2.0.0/link/0/eLvHCXMwpV1Lj9MwELZg4QAHxFN0eeUAF6qUxHZih1u0dLVdaEHarnY5RbbjoK1QukAqxB747YztPJeHWLikrWv3MTP58s1kZozQUyZDwSQBt4QGwqcJ1r4AN8VnYE6FCHKJc5vlu4j3Dun-cXTcBXNsdUklJ-rsl3Ul_6JVGAO9mirZC2i2_VAYgOegXziChuH4VzpObRrgNxPwP2hCAqYI5eTMRgJ2TZ1fNT7SHwe7cbYkdnwu82c_fZcuxkfTN69MCOvg7c5sumyZ7ny2SOcziwub8gR4ZwvVgMzvU6t3kZutmboVr2fujj6gRjPeBBiiNr2tAf_ffbdDKcxNeM7tozLRdgxTQn1wPQcw68qKa3MiPcykrjC5vvxSd5vmPLJjbJM5Pq1WX79MMJm0iwa9smtNZHZahklG3AFmZ817ppoNjOcyuoJZEpks0Pn3aT_Aw3Cvo57ZESfuMxygPDgYlu7yriMasGXgRx3jNq952Hm4OOHAl7qOZ8DeKHDyFlIpZTEw4jZLiZDIJUk0Una1G0YaL_qyGLCqqytwLD78zC4sZVreRDdqX8dLnUhuoUsrcRtd73XAvIOep541YW9deo0Je-vCMyZsHp0Je8aE76LD3elyZ8-vt-_wFcas8inWPOYFFhouYpIFoqC28lsokahcSRlKBnQ8SVTMpIwEyEEpDtBBCqxCGZN7aKtcl_o-8qhieR5jHSdBTnURJjKiSVAAO-ahIlqN0LPm72enrktLBt6tEVNnCyCmEXrpZNPOuoDFjNCTRp4ZYLC5sSZKvd7AMg5eCqH8DzMSZrsJbv_PD3iArnXn50O0VX3e6EdAiSv52BrxDxaspXk |
link.rule.ids | 315,786,790,27955,27956 |
linkProvider | ISSN International Centre |
openUrl | ctx_ver=Z39.88-2004&ctx_enc=info%3Aofi%2Fenc%3AUTF-8&rfr_id=info%3Asid%2Fsummon.serialssolutions.com&rft_val_fmt=info%3Aofi%2Ffmt%3Akev%3Amtx%3Ajournal&rft.genre=article&rft.atitle=A+Study+on+Standard+of+Size+of+Fillet+Weld&rft.jtitle=QUARTERLY+JOURNAL+OF+THE+JAPAN+WELDING+SOCIETY&rft.au=MINAMI%2C+Kuniaki&rft.au=KASUYA%2C+Tadashi&rft.au=MIKI%2C+Chitoshi&rft.date=2005-08-01&rft.pub=JAPAN+WELDING+SOCIETY&rft.issn=0288-4771&rft.eissn=2434-8252&rft.volume=23&rft.issue=3&rft.spage=422&rft.epage=430&rft_id=info:doi/10.2207%2Fqjjws.23.422&rft.externalDocID=article_qjjws_23_3_23_3_422_article_char_en |
thumbnail_l | http://covers-cdn.summon.serialssolutions.com/index.aspx?isbn=/lc.gif&issn=0288-4771&client=summon |
thumbnail_m | http://covers-cdn.summon.serialssolutions.com/index.aspx?isbn=/mc.gif&issn=0288-4771&client=summon |
thumbnail_s | http://covers-cdn.summon.serialssolutions.com/index.aspx?isbn=/sc.gif&issn=0288-4771&client=summon |