Finite element analysis of the effect of weld geometry and load condition on fatigue strength of lap joint
Many welded lap joints are subject to fluctuating loads, and fatigue failure plays a dominant role in the failure of such structures. Based on the concepts of linear elastic fracture mechanics, the effects of weld geometry, load conditions and the boundary constraints on fatigue strength of a ferrit...
Saved in:
Published in | The International journal of pressure vessels and piping Vol. 78; no. 9; pp. 591 - 597 |
---|---|
Main Authors | , , , |
Format | Journal Article |
Language | English |
Published |
Oxford
Elsevier Ltd
23.11.2001
Elsevier |
Subjects | |
Online Access | Get full text |
Cover
Loading…
Abstract | Many welded lap joints are subject to fluctuating loads, and fatigue failure plays a dominant role in the failure of such structures. Based on the concepts of linear elastic fracture mechanics, the effects of weld geometry, load conditions and the boundary constraints on fatigue strength of a ferrite–pearlite steel lap joint were investigated in this paper using the finite element method. Paris's power law was used to predict the fatigue life of the joints. Various weld geometry including the leg length, flank angle and the size of lack-of-penetration were considered during the calculation of fatigue strengths. The loads include tension, bending and their combinations. It was found that the existence of a root crack has no influence on the fatigue strength of the joint, under the relevant load conditions. The existence of a toe crack is also of no influence on the fatigue strength of the joint if the applied loads, e.g. DOB>0 in this paper, produce a compressive stress field at the top region of the main plate. For a lap joint with a free transverse (
Y direction in this paper) boundary constraint at the main plate, a joint with a smaller size of lack-of-penetration, a reasonably large weld leg and smaller flank angle is recommended to be used in engineering practice, in order to obtain a higher fatigue strength. For a lap joint, with transverse fixed boundary constraint at the main plate, the fatigue strength increases with a decrease of weld size but the influence of flank angle depends on the type of load carried. It was also found that the size reduction in FE model is a significant influence on the calculated fatigue strength; the use of reduced size FE model gives a much higher overestimate of fatigue strength of the joint. |
---|---|
AbstractList | Many welded lap joints are subject to fluctuating loads, and fatigue failure plays a dominant role in the failure of such structures. Based on the concepts of linear elastic fracture mechanics, the effects of weld geometry, load conditions and the boundary constraints on fatigue strength of a ferrite-pearlite steel lap joint were investigated in this paper using the finite element method. Paris's power law was used to predict the fatigue life of the joints. Various weld geometry including the leg length, flank angle and the size of lack-of-penetration were considered during the calculation of fatigue strengths. The loads include tension, bending and their combinations. It was found that the existence of a root crack has no influence on the fatigue strength of the joint, under the relevant load conditions. The existence of a toe crack is also of no influence on the fatigue strength of the joint if the applied loads, e.g. DOB > 0 in this paper, produce a compressive stress field at the top region of the main plate. For a lap joint with a free transverse (Y direction in this paper) boundary constraint at the main plate, a joint with a smaller size of lack-of-penetration, a reasonably large weld leg and smaller flank angle is recommended to be used in engineering practice, in order to obtain a higher fatigue strength. For a lap joint, with transverse fixed boundary constraint at the main plate, the fatigue strength increases with a decrease of weld size but the influence of flank angle depends on the type of load carried. It was also found that the size reduction in FE model is a significant influence on the calculated fatigue strength; the use of reduced size FE model gives a much higher overestimate of fatigue strength of the joint. copyright 2001 Elsevier Science Ltd. All rights reserved. Many welded lap joints are subject to fluctuating loads, and fatigue failure plays a dominant role in the failure of such structures. Based on the concepts of linear elastic fracture mechanics, the effects of weld geometry, load conditions and the boundary constraints on fatigue strength of a ferrite–pearlite steel lap joint were investigated in this paper using the finite element method. Paris's power law was used to predict the fatigue life of the joints. Various weld geometry including the leg length, flank angle and the size of lack-of-penetration were considered during the calculation of fatigue strengths. The loads include tension, bending and their combinations. It was found that the existence of a root crack has no influence on the fatigue strength of the joint, under the relevant load conditions. The existence of a toe crack is also of no influence on the fatigue strength of the joint if the applied loads, e.g. DOB>0 in this paper, produce a compressive stress field at the top region of the main plate. For a lap joint with a free transverse ( Y direction in this paper) boundary constraint at the main plate, a joint with a smaller size of lack-of-penetration, a reasonably large weld leg and smaller flank angle is recommended to be used in engineering practice, in order to obtain a higher fatigue strength. For a lap joint, with transverse fixed boundary constraint at the main plate, the fatigue strength increases with a decrease of weld size but the influence of flank angle depends on the type of load carried. It was also found that the size reduction in FE model is a significant influence on the calculated fatigue strength; the use of reduced size FE model gives a much higher overestimate of fatigue strength of the joint. Many welded lap joints are subject to fluctuating loads, and fatigue failure plays a dominant role in the failure of such structures. Based on the concepts of linear elastic fracture mechanics, the effects of weld geometry, load conditions and the boundary constraints on fatigue strength of a ferrite-pearlite steel lap joint were investigated in this paper using the finite element method. Paris's power law was used to predict the fatigue life of the joints. Various weld geometry including the leg length, flank angle and the size of lack-of-penetration were considered during the calculation of fatigue strengths. The loads include tension, bending and their combinations. It was found that the existence of a root crack has no influence on the fatigue strength of the joint, under the relevant load conditions. The existence of a toe crack is also of no influence on the fatigue strength of the joint if the applied loads, e.g. DOB > O in this paper, produce a compressive stress field at the top region of the main plate. For a lap joint with a free transverse (F direction in this paper) boundary constraint at the main plate, a joint with a smaller size of lack-of-penetration, a reasonably large weld leg and smaller flank angle is recommended to be used in engineering practice, in order to obtain a higher fatigue strength. For a lap joint, with transverse fixed boundary constraint at the main plate, the fatigue strength increases with a decrease of weld size but the influence of flank angle depends on the type of load carried. It was also found that the size reduction in FE model is a significant influence on the calculated fatigue strength; the use of reduced size FE model gives a much higher overestimate of fatigue strength of the joint. |
Author | Partanen, T. Björk, T. Li, X.Y. Nykänen, T. |
Author_xml | – sequence: 1 givenname: X.Y. surname: Li fullname: Li, X.Y. email: xiaoyanl@lut.fi – sequence: 2 givenname: T. surname: Partanen fullname: Partanen, T. – sequence: 3 givenname: T. surname: Nykänen fullname: Nykänen, T. – sequence: 4 givenname: T. surname: Björk fullname: Björk, T. |
BackLink | http://pascal-francis.inist.fr/vibad/index.php?action=getRecordDetail&idt=14075096$$DView record in Pascal Francis |
BookMark | eNqFkV-LVCEYhyU2aHbrIwTe9O_ilB716KGLJZa2goUuqmsxfZ11cHRSp5hvn2dnKeiiAdFXeX6v8D7n6CzlBAg9peQ1JXR684UwooZe0ZeEviKETNMgH6AVVXIemOD0DK3-II_Qea0bQqgkYlqhzXVIoQGGCFtIDZtk4qGGirPH7ba_ew-2LbdfEB1eQ95CK4fOORyzcdjm5EILOeG-vGlhvQdcW4G0brdLLpod3uSQ2mP00JtY4cn9eYG-Xb__evVxuPn84dPVu5vBckbbIKiRs5FqmmenqBOUjUooAk4yxq3znANlivnpuzXUO8FHq7gTbPYzESAcu0Avjn13Jf_YQ216G6qFGE2CvK9aciHZKMepk8__S46THJUk5CRImRzpyFkHn92DploTfTHJhqp3JWxNOWjKiRRkXn4WR86WXGsB_xchepGq76TqxVjf9J1ULXvu7T85G5pZxt-KCfFk-vKYhj7-nwGKrjZAsuBC6Za1y-FEh9-ZmLxQ |
CODEN | PRVPAS |
CitedBy_id | crossref_primary_10_1016_j_engfracmech_2004_11_004 crossref_primary_10_1016_j_proeng_2014_12_277 crossref_primary_10_1051_meca_2018047 crossref_primary_10_1109_TUFFC_2005_1503975 |
Cites_doi | 10.1016/S0143-974X(99)00025-5 10.1115/1.3656897 10.1016/S0308-0161(99)00038-1 10.1080/09507119909449005 10.1016/S0143-974X(98)00213-2 |
ContentType | Journal Article |
Copyright | 2001 Elsevier Science Ltd 2002 INIST-CNRS |
Copyright_xml | – notice: 2001 Elsevier Science Ltd – notice: 2002 INIST-CNRS |
DBID | AAYXX CITATION IQODW 7TB 8BQ 8FD FR3 JG9 KR7 |
DOI | 10.1016/S0308-0161(01)00066-7 |
DatabaseName | CrossRef Pascal-Francis Mechanical & Transportation Engineering Abstracts METADEX Technology Research Database Engineering Research Database Materials Research Database Civil Engineering Abstracts |
DatabaseTitle | CrossRef Materials Research Database Civil Engineering Abstracts Engineering Research Database Technology Research Database Mechanical & Transportation Engineering Abstracts METADEX |
DatabaseTitleList | Materials Research Database |
DeliveryMethod | fulltext_linktorsrc |
Discipline | Engineering Applied Sciences |
EISSN | 1879-3541 |
EndPage | 597 |
ExternalDocumentID | 586790 14075096 10_1016_S0308_0161_01_00066_7 S0308016101000667 |
GroupedDBID | --K --M .~1 0R~ 1B1 1~. 1~5 29J 4.4 457 4G. 5GY 5VS 7-5 71M 8P~ 9JN AACTN AAEDT AAEDW AAIAV AAIKJ AAKOC AALRI AAOAW AAQFI AAQXK AAXUO AAYOK ABEFU ABFNM ABJNI ABMAC ABTAH ABXDB ABYKQ ACDAQ ACGFS ACNNM ACRLP ADBBV ADEZE ADMUD ADTZH AEBSH AECPX AEKER AENEX AFKWA AFTJW AGHFR AGUBO AGYEJ AHHHB AHJVU AIEXJ AIKHN AITUG AJBFU AJOXV ALMA_UNASSIGNED_HOLDINGS AMFUW AMRAJ ASPBG AVWKF AXJTR AZFZN BJAXD BKOJK BLXMC CS3 DU5 EBS EFJIC EFLBG EJD EO8 EO9 EP2 EP3 FDB FEDTE FGOYB FIRID FNPLU FYGXN G-2 G-Q GBLVA HVGLF HZ~ IHE J1W JJJVA KOM LY6 LY7 M41 MO0 N9A O-L O9- OAUVE OZT P-8 P-9 P2P PC. Q38 R2- RIG ROL RPZ SAC SDF SDG SES SET SEW SPC SPCBC SST SSZ T5K WUQ XPP ZMT ZY4 ~G- AATTM AAXKI AAYWO AAYXX ABWVN ACRPL ACVFH ADCNI ADNMO AEIPS AEUPX AFJKZ AFPUW AFXIZ AGCQF AGQPQ AGRNS AIGII AIIUN AKBMS AKRWK AKYEP ANKPU APXCP BNPGV CITATION SSH EFKBS IQODW 7TB 8BQ 8FD FR3 JG9 KR7 |
ID | FETCH-LOGICAL-c431t-51a79a78699d81d51328580ed7334cdf44e1383f6bca1fd542c84d539f905e5d3 |
IEDL.DBID | .~1 |
ISSN | 0308-0161 |
IngestDate | Thu Jul 10 22:18:50 EDT 2025 Fri Jul 11 16:24:59 EDT 2025 Fri Jul 11 03:12:24 EDT 2025 Mon Jul 21 09:13:12 EDT 2025 Tue Jul 01 01:34:10 EDT 2025 Thu Apr 24 23:04:32 EDT 2025 Fri Feb 23 02:28:53 EST 2024 |
IsPeerReviewed | true |
IsScholarly | true |
Issue | 9 |
Keywords | Fatigue Numerical analysis Lap joint Crack propagation Fatigue life Fracture mechanics Numerical method Mechanical joint Steel Boundary condition Fatigue fracture Failures Plate Penetration depth Weld Finite element method Ferrite Welded joint Fatigue strength Size effect Applied load Crack |
Language | English |
License | https://www.elsevier.com/tdm/userlicense/1.0 CC BY 4.0 |
LinkModel | DirectLink |
MergedId | FETCHMERGED-LOGICAL-c431t-51a79a78699d81d51328580ed7334cdf44e1383f6bca1fd542c84d539f905e5d3 |
Notes | ObjectType-Article-2 SourceType-Scholarly Journals-1 ObjectType-Feature-1 content type line 23 |
PQID | 13721243 |
PQPubID | 23500 |
PageCount | 7 |
ParticipantIDs | proquest_miscellaneous_745732726 proquest_miscellaneous_26728700 proquest_miscellaneous_13721243 pascalfrancis_primary_14075096 crossref_primary_10_1016_S0308_0161_01_00066_7 crossref_citationtrail_10_1016_S0308_0161_01_00066_7 elsevier_sciencedirect_doi_10_1016_S0308_0161_01_00066_7 |
ProviderPackageCode | CITATION AAYXX |
PublicationCentury | 2000 |
PublicationDate | 2001-11-23 |
PublicationDateYYYYMMDD | 2001-11-23 |
PublicationDate_xml | – month: 11 year: 2001 text: 2001-11-23 day: 23 |
PublicationDecade | 2000 |
PublicationPlace | Oxford |
PublicationPlace_xml | – name: Oxford |
PublicationTitle | The International journal of pressure vessels and piping |
PublicationYear | 2001 |
Publisher | Elsevier Ltd Elsevier |
Publisher_xml | – name: Elsevier Ltd – name: Elsevier |
References | Nykänen T, Lihavainen V. Geometric dependency of fatigue strength in a transverse load-carrying cruciform joint with partially penetrating V-welds, IIW Doc. XIII-1838-2000. Lee (BIB5) 1999; 51 Dodds, Vargas (BIB10) 1988 Peeker, Niemi (BIB3) 1999; 49 Hobbacher H. Fatigue design of welded joints and components. Recommendations of IIW joint working group XIII–XV, XIII-1539-96/XV-845-96. Abington Publishing. Erdogan, Sih (BIB12) 1963; 85 Balasubramanian, Guha (BIB4) 1999; 76 EN12345. Welding. Multilingual terms for welded joints with illustrations, 1998. James M. A plane stress finite element model for elastic–plastic mode I/II crack growth. PhD Dissertation. Kansas State University, 1998. a crack propagation simulator for plane layered structure, version 1.4 user's guide. Kansas State University, Manhattan, KS. Swenson D, James M. Det norske Veritas (DnV). Rules for the design construction and inspection of offshore structures. App. C. Steel Structures, Hövik, 1982. 56 p. Bell, Vosikovsky, Burns, Mohaupt (BIB13) 1987 Mori, Ichimiya (BIB2) 1999; 13 Smith TJ, Hurworth SJ. The effect of geometry changes upon the predicted fatigue strength of welded joints. Report of The Welding Institute, No. 224/1984, UK. EN25817. Arc-welded joints in steel. Guidance on the quality levels for imperfections. 1992. Mori (10.1016/S0308-0161(01)00066-7_BIB2) 1999; 13 10.1016/S0308-0161(01)00066-7_BIB15 10.1016/S0308-0161(01)00066-7_BIB14 10.1016/S0308-0161(01)00066-7_BIB7 10.1016/S0308-0161(01)00066-7_BIB8 10.1016/S0308-0161(01)00066-7_BIB9 Lee (10.1016/S0308-0161(01)00066-7_BIB5) 1999; 51 Bell (10.1016/S0308-0161(01)00066-7_BIB13) 1987 Erdogan (10.1016/S0308-0161(01)00066-7_BIB12) 1963; 85 10.1016/S0308-0161(01)00066-7_BIB1 10.1016/S0308-0161(01)00066-7_BIB11 Peeker (10.1016/S0308-0161(01)00066-7_BIB3) 1999; 49 Balasubramanian (10.1016/S0308-0161(01)00066-7_BIB4) 1999; 76 Dodds (10.1016/S0308-0161(01)00066-7_BIB10) 1988 10.1016/S0308-0161(01)00066-7_BIB6 |
References_xml | – reference: Hobbacher H. Fatigue design of welded joints and components. Recommendations of IIW joint working group XIII–XV, XIII-1539-96/XV-845-96. Abington Publishing. – year: 1987 ident: BIB13 article-title: A fracture mechanics model for life prediction of welded plate joints publication-title: Proceedings of the Third International ESCS Offshore Conference on Steel in Marine Structures (SIMS'87), Delft, The Netherlands, June 15–18 – reference: Nykänen T, Lihavainen V. Geometric dependency of fatigue strength in a transverse load-carrying cruciform joint with partially penetrating V-welds, IIW Doc. XIII-1838-2000. – volume: 13 start-page: 786 year: 1999 end-page: 794 ident: BIB2 article-title: Fatigue crack initiation point in load carrying fillet-welded cruciform joints publication-title: Weld Int – reference: Det norske Veritas (DnV). Rules for the design construction and inspection of offshore structures. App. C. Steel Structures, Hövik, 1982. 56 p. – year: 1988 ident: BIB10 publication-title: Numerical evaluation of domain and contour integral for non-liner fracture mechanics: formulation and implementation aspects – reference: EN12345. Welding. Multilingual terms for welded joints with illustrations, 1998. – reference: EN25817. Arc-welded joints in steel. Guidance on the quality levels for imperfections. 1992. – volume: 85 start-page: 519 year: 1963 end-page: 527 ident: BIB12 article-title: On the crack extension in plates under plane loading and transverse shear publication-title: ASME J Basic Engng – volume: 76 start-page: 759 year: 1999 end-page: 768 ident: BIB4 article-title: Analysing the influences of weld size on fatigue life predication of FCAW cruciform joints by strain energy concept publication-title: Int J Press Ves Piping – reference: James M. A plane stress finite element model for elastic–plastic mode I/II crack growth. PhD Dissertation. Kansas State University, 1998. – volume: 51 start-page: 265 year: 1999 end-page: 286 ident: BIB5 article-title: Strength, stress and fracture analysis of offshore tubular joints using finite elements publication-title: J Constr Steel Res – volume: 49 start-page: 139 year: 1999 end-page: 155 ident: BIB3 article-title: Fatigue crack propagation model based on a local strain approach publication-title: J Constr Steel Res – reference: Smith TJ, Hurworth SJ. The effect of geometry changes upon the predicted fatigue strength of welded joints. Report of The Welding Institute, No. 224/1984, UK. – reference: : a crack propagation simulator for plane layered structure, version 1.4 user's guide. Kansas State University, Manhattan, KS. – reference: Swenson D, James M. – year: 1988 ident: 10.1016/S0308-0161(01)00066-7_BIB10 – ident: 10.1016/S0308-0161(01)00066-7_BIB7 – ident: 10.1016/S0308-0161(01)00066-7_BIB8 – volume: 51 start-page: 265 year: 1999 ident: 10.1016/S0308-0161(01)00066-7_BIB5 article-title: Strength, stress and fracture analysis of offshore tubular joints using finite elements publication-title: J Constr Steel Res doi: 10.1016/S0143-974X(99)00025-5 – ident: 10.1016/S0308-0161(01)00066-7_BIB6 – volume: 85 start-page: 519 year: 1963 ident: 10.1016/S0308-0161(01)00066-7_BIB12 article-title: On the crack extension in plates under plane loading and transverse shear publication-title: ASME J Basic Engng doi: 10.1115/1.3656897 – year: 1987 ident: 10.1016/S0308-0161(01)00066-7_BIB13 article-title: A fracture mechanics model for life prediction of welded plate joints – volume: 76 start-page: 759 year: 1999 ident: 10.1016/S0308-0161(01)00066-7_BIB4 article-title: Analysing the influences of weld size on fatigue life predication of FCAW cruciform joints by strain energy concept publication-title: Int J Press Ves Piping doi: 10.1016/S0308-0161(99)00038-1 – ident: 10.1016/S0308-0161(01)00066-7_BIB9 – ident: 10.1016/S0308-0161(01)00066-7_BIB1 – ident: 10.1016/S0308-0161(01)00066-7_BIB14 – volume: 13 start-page: 786 issue: 10 year: 1999 ident: 10.1016/S0308-0161(01)00066-7_BIB2 article-title: Fatigue crack initiation point in load carrying fillet-welded cruciform joints publication-title: Weld Int doi: 10.1080/09507119909449005 – volume: 49 start-page: 139 year: 1999 ident: 10.1016/S0308-0161(01)00066-7_BIB3 article-title: Fatigue crack propagation model based on a local strain approach publication-title: J Constr Steel Res doi: 10.1016/S0143-974X(98)00213-2 – ident: 10.1016/S0308-0161(01)00066-7_BIB15 – ident: 10.1016/S0308-0161(01)00066-7_BIB11 |
SSID | ssj0017056 |
Score | 1.6371268 |
Snippet | Many welded lap joints are subject to fluctuating loads, and fatigue failure plays a dominant role in the failure of such structures. Based on the concepts of... |
SourceID | proquest pascalfrancis crossref elsevier |
SourceType | Aggregation Database Index Database Enrichment Source Publisher |
StartPage | 591 |
SubjectTerms | Applied sciences Bending (deformation) Compressive stress Constraint theory Crack propagation Cracks Elasticity Exact sciences and technology Failure analysis Fatigue Fatigue of materials Fracture Lap joint Machine components Mechanical engineering. Machine design Numerical analysis Seals and gaskets Strength of materials Welds |
Title | Finite element analysis of the effect of weld geometry and load condition on fatigue strength of lap joint |
URI | https://dx.doi.org/10.1016/S0308-0161(01)00066-7 https://www.proquest.com/docview/13721243 https://www.proquest.com/docview/26728700 https://www.proquest.com/docview/745732726 |
Volume | 78 |
hasFullText | 1 |
inHoldings | 1 |
isFullTextHit | |
isPrint | |
link | http://utb.summon.serialssolutions.com/2.0.0/link/0/eLvHCXMwnV1La9wwEBYhubSUkvRBt002OvTQHpy1rNHDxxCybFqaSxvIzciWtN2wtZfES-klvz0a2ZtNCEugYAwWGj80Gs031jwI-awFsKpUPvEsrxLQPk20jHKFmU445gjDH_o_zuXkAr5disstcrKKhUG3yn7t79b0uFr3LaN-NEeL2Wz0EzOtIGBJWVScGFEOoHCWH93eu3lgtphuvzI6bUm2juLp7hAbv6Tsa7xJojbpp1cLcxNGzXflLp6s3FEdjXfJ6x5H0uPuVffIlqvfkJcPsgu-JVfjGQJK6joPcWr6_CO08TTAPtq5cuDVXze3dOqaP669_hf6WTpvjKXBVLbRo4uGwwcWTpeOYnBJPW1_I93cLOhVM6vbd-RifPrrZJL0pRWSKiCGNhHMqNwoLfPcBsQqgk2qhU6dVZxDZT2AY8F29bKsDPNWQFZpsILnPk-FE5a_J9t1U7sPhBongEsXsIblkGWl1uArKGUpUOB5PiCwGtCi6vOOY_mLebF2MONYCjPwIZyKyIdCDcjRPdmiS7zxHIFecat4NIOKoByeIx0-4u76gRARlRyQwxW7iyB-uKdiatcsbwrGgwmdAd_cI5MKN5PTAaEbeigQimcqkx___xM-kRfRO46xJOP7ZLu9XrqDAJfachjlYUh2js--T87vAFVdDHo |
linkProvider | Elsevier |
linkToHtml | http://utb.summon.serialssolutions.com/2.0.0/link/0/eLvHCXMwnV1Lb9QwEB6VcgCEEE-xPFofOMAh3Th-5ogqVgu0vdBKvVlObC9bLcmqzQpx4bczdrJdKrSqhBRFiuVxEk9m5pt4PAPwTgtO60qFLNCyzrgOeaZlkquY6YTFHGHxh_7xiZye8S_n4nwHDtd7YWJY5aD7e52etPXQMh5mc7ycz8ffYqaVCFhymgynugN3OYpvLGNw8Ps6ziOmi-kXLFPUlqSbbTz9EKnxfU4_pFEytc1APVzaK5y20Ne7-Ed1J3s0eQyPBiBJPvbP-gR2fPMUHvyVXvAZXEzmEVES34eIEzskICFtIIj7SB_LEa9--oUjM9_-8N3lL-znyKK1jqCv7FJIF8EjIA9nK0_i7pJm1n2PdAu7JBftvOmew9nk0-nhNBtqK2Q1QoYuE9Sq0ioty9IhZBXolGqhc-8UY7x2gXNP0XkNsqotDU7wotbcCVaGMhdeOPYCdpu28S-BWC84kx7BhmO8KCqteah5JSsRJZ6VI-DrCTX1kHg81r9YmE2EGYu1MJEPeDKJD0aN4OCabNln3riNQK-5ZW58Qgatw22keze4u7khT5BKjmB_zW6D8hcXVWzj29WVoQx96IKz7T0KqeJqcj4CsqWH4kKxQhXy1f-_wj7cm54eH5mjzydfX8P9FCpHaVawN7DbXa78W8ROXbWXZOMPXLcOCA |
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=Finite+element+analysis+of+the+effect+of+weld+geometry+and+load+condition+on+fatigue+strength+of+lap+joint&rft.jtitle=The+International+journal+of+pressure+vessels+and+piping&rft.au=Li%2C+X.Y.&rft.au=Partanen%2C+T.&rft.au=Nyk%C3%A4nen%2C+T.&rft.au=Bj%C3%B6rk%2C+T.&rft.date=2001-11-23&rft.pub=Elsevier+Ltd&rft.issn=0308-0161&rft.eissn=1879-3541&rft.volume=78&rft.issue=9&rft.spage=591&rft.epage=597&rft_id=info:doi/10.1016%2FS0308-0161%2801%2900066-7&rft.externalDocID=S0308016101000667 |
thumbnail_l | http://covers-cdn.summon.serialssolutions.com/index.aspx?isbn=/lc.gif&issn=0308-0161&client=summon |
thumbnail_m | http://covers-cdn.summon.serialssolutions.com/index.aspx?isbn=/mc.gif&issn=0308-0161&client=summon |
thumbnail_s | http://covers-cdn.summon.serialssolutions.com/index.aspx?isbn=/sc.gif&issn=0308-0161&client=summon |