Numerical model for CFRP confined concrete elements subject to monotonic and cyclic loadings

Uniaxial cyclic and monotonic compression tests were carried out on partially and fully wrapped concrete cylinders with Carbon Fibre Reinforced Polymer (CFRP) wet lay-up sheets. The influence of the concrete compressive strength, CFRP stiffness, geometric confinement arrangement and loading type on...

Full description

Saved in:

Bibliographic Details
Published in	Composites. Part B, Engineering Vol. 40; no. 8; pp. 766 - 775
Main Authors	Varma, Rajendra K., Barros, Joaquim A.O., Sena-Cruz, José M.
Format	Journal Article
Language	English
Published	Kidlington Elsevier Ltd 01.12.2009 Elsevier
Subjects	A. Carbon fibre Applied sciences Buildings. Public works C. Computational modelling C. Cyclic constitutive model C. Finite element analysis (FEA) Exact sciences and technology Materials Plastics Strength of materials (elasticity, plasticity, buckling, etc.) Structural analysis. Stresses C. Computational modelling C. Finite element analysis (FEA) C. Cyclic constitutive model A. Carbon fibre Constitutive equation Stress strain relation Construction materials Experimental study Modeling Monotonic load Finite element method Cyclic load Fibre reinforced plastics Numerical simulation Concrete Carbon fiber
Online Access	Get full text
ISSN	1359-8368 1879-1069
DOI	10.1016/j.compositesb.2009.05.005

Cover

Abstract	Uniaxial cyclic and monotonic compression tests were carried out on partially and fully wrapped concrete cylinders with Carbon Fibre Reinforced Polymer (CFRP) wet lay-up sheets. The influence of the concrete compressive strength, CFRP stiffness, geometric confinement arrangement and loading type on the compressive behaviour of reinforced concrete column elements of circular cross-section up to their failure was assessed. A uniaxial stress–strain constitutive model is proposed, and the results obtained from the experimental tests were used to calibrate some of the parameters of this model, and to appraise the model performance. This model allows the simulation of reinforced concrete members by using Timoshenko one-dimensional elements, in the context of the finite element method (fibre model). Good agreement was obtained between numerical simulations and experimental results for both monotonic and cyclic loading tests.
AbstractList	Uniaxial cyclic and monotonic compression tests were carried out on partially and fully wrapped concrete cylinders with Carbon Fibre Reinforced Polymer (CFRP) wet lay-up sheets. The influence of the concrete compressive strength, CFRP stiffness, geometric confinement arrangement and loading type on the compressive behaviour of reinforced concrete column elements of circular cross-section up to their failure was assessed. A uniaxial stress-strain constitutive model is proposed, and the results obtained from the experimental tests were used to calibrate some of the parameters of this model, and to appraise the model performance. This model allows the simulation of reinforced concrete members by using Timoshenko one-dimensional elements, in the context of the finite element method (fibre model). Good agreement was obtained between numerical simulations and experimental results for both monotonic and cyclic loading tests.
Author	Sena-Cruz, José M. Barros, Joaquim A.O. Varma, Rajendra K.
Author_xml	– sequence: 1 givenname: Rajendra K. surname: Varma fullname: Varma, Rajendra K. email: rajendra@civil.uminho.pt – sequence: 2 givenname: Joaquim A.O. surname: Barros fullname: Barros, Joaquim A.O. email: barros@civil.uminho.pt – sequence: 3 givenname: José M. surname: Sena-Cruz fullname: Sena-Cruz, José M. email: jsena@civil.uminho.pt
BackLink	http://pascal-francis.inist.fr/vibad/index.php?action=getRecordDetail&idt=22104027$$DView record in Pascal Francis
BookMark	eNqNkEGL1TAUhYOM4Mzof6gL3bXetE2brEQejgqDiuhOCMntreSRJs8kb2D-vXm8EcTVrHIW53yXfFfsIsRAjL3k0HHg05t9h3E7xOwKZdv1AKoD0QGIJ-ySy1m1HCZ1UfMgVCuHST5jVznvAWAUQ3_Jfn4-bpQcGt9scSHfrDE1u5tvXxuMYXWBllPARIUa8rRRKLnJR7snLE2JdRRiicFhY0Kt3qOv0UezuPArP2dPV-MzvXh4r9mPm_ffdx_b2y8fPu3e3bY4ClnakYyVExi-WOq5gVnSMs3zJIRUlsj2YISVvRzW2SoL3JoRlVS4oKXVDvNwzV6fuYcUfx8pF725jOS9CRSPWQ8CQE4T1OKrh6LJ9ctrMgFd1ofkNpPudd9zGKE_Ad-ee5hizolWja6Y4mIoyTivOeiTfb3X_9jXJ_sahK72K0H9R_h75DHb3XlL1dmdo6QzOgpIi0tVu16iewTlD_zwq3I
CitedBy_id	crossref_primary_10_1007_s40996_019_00293_9 crossref_primary_10_1007_s11803_012_0101_9 crossref_primary_10_1016_j_jcsr_2019_105925 crossref_primary_10_1016_j_jcsr_2023_108316 crossref_primary_10_1016_j_engstruct_2024_117466 crossref_primary_10_1016_j_compstruct_2018_11_024 crossref_primary_10_1016_j_compstruct_2021_114407 crossref_primary_10_1016_j_compstruct_2020_112943 crossref_primary_10_1016_j_istruc_2020_01_014 crossref_primary_10_1016_j_engstruct_2020_111647 crossref_primary_10_1177_1475921720986156 crossref_primary_10_1186_s40069_018_0283_2 crossref_primary_10_1016_j_compositesb_2018_10_092 crossref_primary_10_1016_j_compstruct_2019_110984 crossref_primary_10_1016_j_cscm_2022_e01747 crossref_primary_10_14359_51744376 crossref_primary_10_1016_j_compstruct_2018_06_088 crossref_primary_10_1016_j_engstruct_2014_04_033 crossref_primary_10_3846_13923730_2012_701664
Cites_doi	10.1016/S0167-6636(02)00288-0 10.1016/j.cemconcomp.2006.07.009 10.1016/0950-0618(95)00004-Y 10.1061/(ASCE)1090-0268(2008)12:2(134) 10.1061/(ASCE)0733-9445(1988)114:8(1804) 10.1016/j.cemconcomp.2006.07.007
ContentType	Journal Article
Copyright	2009 Elsevier Ltd 2015 INIST-CNRS
Copyright_xml	– notice: 2009 Elsevier Ltd – notice: 2015 INIST-CNRS
DBID	AAYXX CITATION IQODW 7SR 8FD JG9
DOI	10.1016/j.compositesb.2009.05.005
DatabaseName	CrossRef Pascal-Francis Engineered Materials Abstracts Technology Research Database Materials Research Database
DatabaseTitle	CrossRef Materials Research Database Technology Research Database Engineered Materials Abstracts
DatabaseTitleList	Materials Research Database
DeliveryMethod	fulltext_linktorsrc
Discipline	Engineering Applied Sciences
EISSN	1879-1069
EndPage	775
ExternalDocumentID	22104027 10_1016_j_compositesb_2009_05_005 S1359836809001176
GroupedDBID	--K --M .~1 0R~ 1B1 1~. 1~5 29F 4.4 457 4G. 5GY 5VS 6TJ 7-5 71M 8P~ AABXZ AACTN AAEDT AAEDW AAEPC AAIAV AAIKJ AAKOC AALRI AAOAW AAQFI AAQXK AAXUO ABFNM ABMAC ABXDB ABXRA ABYKQ ACDAQ ACGFS ACNNM ACRLP ADBBV ADEZE ADMUD ADTZH AEBSH AECPX AEKER AEZYN AFKWA AFRZQ AFTJW AGHFR AGUBO AGYEJ AHJVU AI. AIEXJ AIKHN AITUG AJBFU AJOXV ALMA_UNASSIGNED_HOLDINGS AMFUW AMRAJ ASPBG AVWKF AXJTR AZFZN BJAXD BKOJK BLXMC CS3 EBS EFJIC EFLBG EJD EO8 EO9 EP2 EP3 FDB FEDTE FGOYB FIRID FNPLU FYGXN G-Q GBLVA HVGLF HZ~ IHE J1W JJJVA KOM M41 MAGPM MO0 N9A O-L O9- OAUVE OZT P-8 P-9 PC. Q38 R2- RIG RNS ROL RPZ SDF SDG SDP SES SEW SPC SPCBC SSM SST SSZ T5K VH1 ZMT ~02 ~G- AATTM AAXKI AAYWO AAYXX ABJNI ABWVN ACRPL ADNMO AEIPS AFJKZ AFXIZ AGCQF AGQPQ AGRNS AIIUN ANKPU APXCP BNPGV CITATION SSH EFKBS IQODW 7SR 8FD JG9
ID	FETCH-LOGICAL-c458t-4eab860a1dbe21a078ed67765589beeb20a5b8283f7b9b01ba4c989cdcbefb373
IEDL.DBID	.~1
ISSN	1359-8368
IngestDate	Fri Sep 05 05:06:57 EDT 2025 Mon Jul 21 09:12:01 EDT 2025 Tue Jul 01 01:25:00 EDT 2025 Thu Apr 24 23:02:27 EDT 2025 Fri Feb 23 02:27:35 EST 2024
IsDoiOpenAccess	false
IsOpenAccess	true
IsPeerReviewed	true
IsScholarly	true
Issue	8
Keywords	C. Computational modelling C. Finite element analysis (FEA) C. Cyclic constitutive model A. Carbon fibre Constitutive equation Stress strain relation Construction materials Experimental study Modeling Monotonic load Finite element method Cyclic load Fibre reinforced plastics Numerical simulation Concrete Carbon fiber
Language	English
License	https://www.elsevier.com/tdm/userlicense/1.0 CC BY 4.0
LinkModel	DirectLink
MergedId	FETCHMERGED-LOGICAL-c458t-4eab860a1dbe21a078ed67765589beeb20a5b8283f7b9b01ba4c989cdcbefb373
Notes	ObjectType-Article-2 SourceType-Scholarly Journals-1 ObjectType-Feature-1 content type line 23
OpenAccessLink	http://hdl.handle.net/1822/13215
PQID	35008660
PQPubID	23500
PageCount	10
ParticipantIDs	proquest_miscellaneous_35008660 pascalfrancis_primary_22104027 crossref_citationtrail_10_1016_j_compositesb_2009_05_005 crossref_primary_10_1016_j_compositesb_2009_05_005 elsevier_sciencedirect_doi_10_1016_j_compositesb_2009_05_005
ProviderPackageCode	CITATION AAYXX
PublicationCentury	2000
PublicationDate	2009-12-01
PublicationDateYYYYMMDD	2009-12-01
PublicationDate_xml	– month: 12 year: 2009 text: 2009-12-01 day: 01
PublicationDecade	2000
PublicationPlace	Kidlington
PublicationPlace_xml	– name: Kidlington
PublicationTitle	Composites. Part B, Engineering
PublicationYear	2009
Publisher	Elsevier Ltd Elsevier
Publisher_xml	– name: Elsevier Ltd – name: Elsevier
References	ISO TC 71/SC 6 N. Non-conventional reinforcement of concrete-test methods – Part 2: fiber reinforced polymer (FRP) sheets, International standard; 2003. Chen X. FRP-wrapped concrete short column under uniaxial compression, final report, National Diagnosis and Rehabilitation of Industrial Building Research Center, Beijing, China; 2001. Spolelstra, Monti (bib4) 1999; 3 Chang GA, Mander JB. Seismic energy based fatigue damage analysis of bridge columns: Part I – evaluation of seismic capacity, Technical Report NCEER-94-0006; 1994. Ferreira DRSM. CFRP-based confinement of circular concrete column elements – experimental and analytical research, Ph.D. Thesis, University of Minho, December 2007 (in Portuguese). Barros, Ferreira (bib6) 2008; 12 Lam, Teng, Cheung, Xiao (bib9) 2006; 28 Mander, Priestley, Park (bib12) 1998; 114 Shao, Zhu, Mirmiran (bib8) 2006; 28 Lam L, Teng JG, Design-oriented stress–strain model for FRP-confined concrete. J Constr Build Mater, (Elsevier) 17 (2003), 471–489. Li, Lin, Sung (bib17) 2003; 35 Saadatmanesh, Ehsani, Li (bib1) 1994; 91 CEB-FIP. Model code, Thomas Telford; 1990. Picher F, Rochette P, Labossière P. Confinement of concrete cylinders with CFRP. In: Proceedings of the first international conference on composites and infrastructures, Tucson, Ariz; 1996. p. 829–41. Seible F, Burgueno A, Abdallah MG, Nuismer R. Advanced composites carbon shell system for bridge columns under seismic loads. In: Proceedings, national seismic conference on bridges and highways. San Diago, USA; 1995. Harajli, Hantouche, Soudki (bib13) 2006; 105 Nanni, Bradford (bib2) 1995; 9 10.1016/j.compositesb.2009.05.005_bib15 10.1016/j.compositesb.2009.05.005_bib14 10.1016/j.compositesb.2009.05.005_bib3 Barros (10.1016/j.compositesb.2009.05.005_bib6) 2008; 12 Saadatmanesh (10.1016/j.compositesb.2009.05.005_bib1) 1994; 91 10.1016/j.compositesb.2009.05.005_bib5 10.1016/j.compositesb.2009.05.005_bib16 Li (10.1016/j.compositesb.2009.05.005_bib17) 2003; 35 10.1016/j.compositesb.2009.05.005_bib11 10.1016/j.compositesb.2009.05.005_bib10 Shao (10.1016/j.compositesb.2009.05.005_bib8) 2006; 28 Nanni (10.1016/j.compositesb.2009.05.005_bib2) 1995; 9 Harajli (10.1016/j.compositesb.2009.05.005_bib13) 2006; 105 10.1016/j.compositesb.2009.05.005_bib7 Spolelstra (10.1016/j.compositesb.2009.05.005_bib4) 1999; 3 Mander (10.1016/j.compositesb.2009.05.005_bib12) 1998; 114 Lam (10.1016/j.compositesb.2009.05.005_bib9) 2006; 28
References_xml	– volume: 28 start-page: 959 year: 2006 end-page: 968 ident: bib8 article-title: Cyclic modeling of FRP-confined concrete with improved ductility publication-title: Cem Concr Compos – volume: 12 start-page: 134 year: 2008 end-page: 148 ident: bib6 article-title: Assessing the efficiency of CFRP discrete confinement systems for concrete column elements publication-title: J Compos Constr ASCE – reference: Ferreira DRSM. CFRP-based confinement of circular concrete column elements – experimental and analytical research, Ph.D. Thesis, University of Minho, December 2007 (in Portuguese). – reference: Seible F, Burgueno A, Abdallah MG, Nuismer R. Advanced composites carbon shell system for bridge columns under seismic loads. In: Proceedings, national seismic conference on bridges and highways. San Diago, USA; 1995. – volume: 105 start-page: 672 year: 2006 end-page: 682 ident: bib13 article-title: Stress–strain model for fiber-reinforced polymer jacketed concrete columns publication-title: ACI Struct J – reference: Chang GA, Mander JB. Seismic energy based fatigue damage analysis of bridge columns: Part I – evaluation of seismic capacity, Technical Report NCEER-94-0006; 1994. – reference: CEB-FIP. Model code, Thomas Telford; 1990. – reference: ISO TC 71/SC 6 N. Non-conventional reinforcement of concrete-test methods – Part 2: fiber reinforced polymer (FRP) sheets, International standard; 2003. – reference: Picher F, Rochette P, Labossière P. Confinement of concrete cylinders with CFRP. In: Proceedings of the first international conference on composites and infrastructures, Tucson, Ariz; 1996. p. 829–41. – volume: 28 start-page: 949 year: 2006 end-page: 958 ident: bib9 article-title: FRP-confined concrete under cyclic axial compression publication-title: Cem Concr Compos – volume: 3 start-page: 144 year: 1999 end-page: 150 ident: bib4 article-title: FRP-confined concrete model publication-title: J Compos Constr ASCE – volume: 35 start-page: 603 year: 2003 end-page: 619 ident: bib17 article-title: A constitutive model for concrete confined with carbon fiber reinforced plastics publication-title: Mech Mater – volume: 9 start-page: 115 year: 1995 end-page: 124 ident: bib2 article-title: FRP jacketed concrete under uniaxial compression publication-title: Constr Build Mater – volume: 91 start-page: 434 year: 1994 end-page: 447 ident: bib1 article-title: Strength and ductility of concrete columns externally reinforced with fiber composite straps publication-title: ACI Struct J – volume: 114 start-page: 1804 year: 1998 end-page: 1826 ident: bib12 article-title: Theoretical stress–strain model for confined concrete publication-title: J Struct Eng ASCE – reference: Lam L, Teng JG, Design-oriented stress–strain model for FRP-confined concrete. J Constr Build Mater, (Elsevier) 17 (2003), 471–489. – reference: Chen X. FRP-wrapped concrete short column under uniaxial compression, final report, National Diagnosis and Rehabilitation of Industrial Building Research Center, Beijing, China; 2001. – ident: 10.1016/j.compositesb.2009.05.005_bib11 – ident: 10.1016/j.compositesb.2009.05.005_bib10 – ident: 10.1016/j.compositesb.2009.05.005_bib14 – volume: 105 start-page: 672 issue: 5 year: 2006 ident: 10.1016/j.compositesb.2009.05.005_bib13 article-title: Stress–strain model for fiber-reinforced polymer jacketed concrete columns publication-title: ACI Struct J – ident: 10.1016/j.compositesb.2009.05.005_bib7 – volume: 35 start-page: 603 issue: 3–6 year: 2003 ident: 10.1016/j.compositesb.2009.05.005_bib17 article-title: A constitutive model for concrete confined with carbon fiber reinforced plastics publication-title: Mech Mater doi: 10.1016/S0167-6636(02)00288-0 – ident: 10.1016/j.compositesb.2009.05.005_bib5 – volume: 28 start-page: 959 issue: 10 year: 2006 ident: 10.1016/j.compositesb.2009.05.005_bib8 article-title: Cyclic modeling of FRP-confined concrete with improved ductility publication-title: Cem Concr Compos doi: 10.1016/j.cemconcomp.2006.07.009 – volume: 9 start-page: 115 issue: 2 year: 1995 ident: 10.1016/j.compositesb.2009.05.005_bib2 article-title: FRP jacketed concrete under uniaxial compression publication-title: Constr Build Mater doi: 10.1016/0950-0618(95)00004-Y – volume: 3 start-page: 144 issue: 3 year: 1999 ident: 10.1016/j.compositesb.2009.05.005_bib4 article-title: FRP-confined concrete model publication-title: J Compos Constr ASCE – ident: 10.1016/j.compositesb.2009.05.005_bib3 – volume: 12 start-page: 134 issue: 2 year: 2008 ident: 10.1016/j.compositesb.2009.05.005_bib6 article-title: Assessing the efficiency of CFRP discrete confinement systems for concrete column elements publication-title: J Compos Constr ASCE doi: 10.1061/(ASCE)1090-0268(2008)12:2(134) – volume: 114 start-page: 1804 issue: 8 year: 1998 ident: 10.1016/j.compositesb.2009.05.005_bib12 article-title: Theoretical stress–strain model for confined concrete publication-title: J Struct Eng ASCE doi: 10.1061/(ASCE)0733-9445(1988)114:8(1804) – volume: 28 start-page: 949 issue: 10 year: 2006 ident: 10.1016/j.compositesb.2009.05.005_bib9 article-title: FRP-confined concrete under cyclic axial compression publication-title: Cem Concr Compos doi: 10.1016/j.cemconcomp.2006.07.007 – ident: 10.1016/j.compositesb.2009.05.005_bib16 – ident: 10.1016/j.compositesb.2009.05.005_bib15 – volume: 91 start-page: 434 year: 1994 ident: 10.1016/j.compositesb.2009.05.005_bib1 article-title: Strength and ductility of concrete columns externally reinforced with fiber composite straps publication-title: ACI Struct J
SSID	ssj0004532
Score	1.9977056
Snippet	Uniaxial cyclic and monotonic compression tests were carried out on partially and fully wrapped concrete cylinders with Carbon Fibre Reinforced Polymer (CFRP)...
SourceID	proquest pascalfrancis crossref elsevier
SourceType	Aggregation Database Index Database Enrichment Source Publisher
StartPage	766
SubjectTerms	A. Carbon fibre Applied sciences Buildings. Public works C. Computational modelling C. Cyclic constitutive model C. Finite element analysis (FEA) Exact sciences and technology Materials Plastics Strength of materials (elasticity, plasticity, buckling, etc.) Structural analysis. Stresses
Title	Numerical model for CFRP confined concrete elements subject to monotonic and cyclic loadings
URI	https://dx.doi.org/10.1016/j.compositesb.2009.05.005 https://www.proquest.com/docview/35008660
Volume	40
hasFullText	1
inHoldings	1
isFullTextHit
isPrint
link	http://utb.summon.serialssolutions.com/2.0.0/link/0/eLvHCXMwpV3di9QwEB-OE0QR8RPXjzWCr3XbpmlT8OVYXFbFRdSDexBCJknhjqVdbPfBF_92Z_px7iHCgW-hzNAwSecj-fU3AK8DlVW-xCzKPbnAzCkbaYlJ5JkMDgNFoIpvdD9t8vVp9uFMnR3BcvoXhmGVo-8ffHrvrccni9Gai935-eJrwuRzMtdx2RObMe12lhW819_8Sg4Yw_smZSwcsfRNePUH48WwbcZGhRZH6ko-YVH_ilF3drYly1VDy4u_vHcfklb34O6YS4qTYbr34SjUD-D2AcPgQ_i-2Q9XMlvR97wRlKOK5erLZ0F1cEVyngeUOXZBhAFJ3op2j3w6I7qGlOqmY_ZcYWsS_em2NNw2PfC-fQSnq3fflutobKgQuUzpLsqCRZ3HNvEY0sRSdhB8XhS5UrrEQDV2bBVSCSarAkuME7SZK3XpvMNQoSzkYziumzo8AWFV4bSU1jN_upWeskzltLeFSiymmM9ATyY0bmQb56YXWzPByi7MgfW5G2ZpYmXI-jNIL1V3A-XGdZTeTutkruwfQ6HhOurzK2t7-eKUSmIqsYsZvJwW29AHyLcqtg7NvjVScVmYx0__bwbP4FY6tqaIk-dw3P3YhxeU73Q47zf0HG6cvP-43vwGUn0ECw
linkProvider	Elsevier
linkToHtml	http://utb.summon.serialssolutions.com/2.0.0/link/0/eLvHCXMwpV1ba9RAFD7UCl4o4qXi2tqO4GvcJJOZTMAXWVxWbRfRFvogDHMLVJZkMdkHX_ztnpNL3SKFgm9DOIcMZybnMvPlOwBvApZVvrBZJD26wMwJEyluk8gTGZwNGIFKutE9XcrFefbpQlzswGz8F4ZglYPv7316562HJ9PBmtP15eX0W0Lkc1yquOiIzeQduJsJnhOu7-3vZIsyvOtSRtIRid-D139BXoTbJnBUaOzAXUlHLOKmILW3Ng2arux7XvzjvruYNH8Mj4Zkkr3v5_sEdkL1FB5uUQw-g-_LTX8ns2Jd0xuGSSqbzb9-YVgIlyjnaYCpYxtY6KHkDWs2lo5nWFujUlW3RJ_LTIWiv9wKh6u6Q943-3A-_3A2W0RDR4XIZUK1URaMVTI2ibchTQymB8HLPJdCqMIGLLJjIyzWYLzMbWHjxJrMFapw3tlQWp7z57Bb1VV4AcyI3CnOjScCdcM9ppnCKW9ykRibWjkBNZpQu4FunLperPSIK_uht6xP7TALHQuN1p9AeqW67jk3bqP0blwnfW0DaYwNt1E_ura2Vy9OsSbGGjufwPG42Bq_QLpWMVWoN43mgupCGb_8vxkcw_3F2emJPvm4_HwAD9KhT0WcHMJu-3MTXmHy09qjbnP_ATsABZ4
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=Numerical+model+for+CFRP+confined+concrete+elements+subject+to+monotonic+and+cyclic+loadings&rft.jtitle=Composites.+Part+B%2C+Engineering&rft.au=Varma%2C+R+K&rft.au=Barros%2C+J.A.O.&rft.au=Sena-Cruz%2C+J+M&rft.date=2009-12-01&rft.issn=1359-8368&rft.volume=40&rft.issue=8&rft.spage=766&rft.epage=775&rft_id=info:doi/10.1016%2Fj.compositesb.2009.05.005&rft.externalDBID=NO_FULL_TEXT
thumbnail_l	http://covers-cdn.summon.serialssolutions.com/index.aspx?isbn=/lc.gif&issn=1359-8368&client=summon
thumbnail_m	http://covers-cdn.summon.serialssolutions.com/index.aspx?isbn=/mc.gif&issn=1359-8368&client=summon
thumbnail_s	http://covers-cdn.summon.serialssolutions.com/index.aspx?isbn=/sc.gif&issn=1359-8368&client=summon