Generalized softened variable angle truss-model for reinforced concrete beams under torsion
A new analytical model based on a refinement of the variable angle truss-model (VATM) is developed to predict the entire torque–twist curve of reinforced concrete beams under torsion, including ultimate and cracking states. The refinement is based on the incorporation of the tensile stress–strain re...
Saved in:
Published in: | Materials and structures Vol. 48; no. 7; pp. 2169 - 2193 |
---|---|
Main Authors: | , , |
Format: | Journal Article |
Language: | English |
Published: |
Dordrecht
Springer Netherlands
01-07-2015
Springer Nature B.V |
Subjects: | |
Online Access: | Get full text |
Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Abstract | A new analytical model based on a refinement of the variable angle truss-model (VATM) is developed to predict the entire torque–twist curve of reinforced concrete beams under torsion, including ultimate and cracking states. The refinement is based on the incorporation of the tensile stress–strain relationship of the concrete into the VATM. The new analytical model is called generalized softened variable angle truss-model (GSVATM). The new formulation and the calculation procedure for GSVATM are presented and the theoretical predictions are compared with the results from reported tests. It is shown that the new analytical model described in this paper gives good predictions when compared with the experimental data reported in the literature. |
---|---|
AbstractList | A new analytical model based on a refinement of the variable angle truss-model (VATM) is developed to predict the entire torque–twist curve of reinforced concrete beams under torsion, including ultimate and cracking states. The refinement is based on the incorporation of the tensile stress–strain relationship of the concrete into the VATM. The new analytical model is called generalized softened variable angle truss-model (GSVATM). The new formulation and the calculation procedure for GSVATM are presented and the theoretical predictions are compared with the results from reported tests. It is shown that the new analytical model described in this paper gives good predictions when compared with the experimental data reported in the literature. |
Author | Andrade, J. M. A. Nunes, N. C. G. Bernardo, L. F. A. |
Author_xml | – sequence: 1 givenname: L. F. A. surname: Bernardo fullname: Bernardo, L. F. A. email: lfb@ubi.pt organization: Department of Civil Engineering and Architecture, Centre of Materials and Building Technologies (C-MADE), University of Beira Interior – sequence: 2 givenname: J. M. A. surname: Andrade fullname: Andrade, J. M. A. organization: Department of Civil Engineering and Architecture, Centre of Materials and Building Technologies (C-MADE), University of Beira Interior – sequence: 3 givenname: N. C. G. surname: Nunes fullname: Nunes, N. C. G. organization: Department of Civil Engineering and Architecture, Centre of Materials and Building Technologies (C-MADE), University of Beira Interior |
BookMark | eNp1UE1LAzEUDFLBtvoDvC14juZtspvNUYpWQfCiJw8hn2XLNqnJrmB_vSn14MXLzHswM-8xCzQLMTiEroHcQgv8LgM0NccEGCaUAD6coTl0HHDbcTorM20EboTgF2iR85YQKgDqOfpYu-CSGvqDs1WOfiyrrb5U6pUeXKXCpuCYppzxLlo3VD6mKrk-FDZFaWIwyY2u0k7tcjUF61I1xpT7GC7RuVdDdle_vETvjw9vqyf88rp-Xt2_YEOZGLHS2vKm_MeZYAw8aYWzRJDacNZqY7i3VnBiClqvwfoGtFaGCN9pShWnS3Rzyt2n-Dm5PMptnFIoJyW0nWANY5wWFZxUJsWck_Nyn_qdSt8SiDx2KE8dytKhPHYoD8VTnzy5aMPGpT_J_5p-AIEdeLQ |
CitedBy_id | crossref_primary_10_3390_ma12132209 crossref_primary_10_1016_j_istruc_2019_05_013 crossref_primary_10_12989_sem_2016_60_6_1039 crossref_primary_10_3390_ma14051260 crossref_primary_10_1016_j_engstruct_2018_05_021 crossref_primary_10_1617_s11527_021_01631_y crossref_primary_10_1016_j_engstruct_2022_114865 crossref_primary_10_3390_ma17061303 crossref_primary_10_3390_applmech2010011 crossref_primary_10_1016_j_compstruct_2022_116022 crossref_primary_10_3390_applmech1010006 crossref_primary_10_1007_s41062_023_01246_y crossref_primary_10_1016_j_engstruct_2015_10_019 crossref_primary_10_1186_s40069_018_0245_8 crossref_primary_10_1007_s11709_024_1050_x crossref_primary_10_1016_j_tws_2017_12_023 crossref_primary_10_1080_23311916_2014_943934 crossref_primary_10_3390_jcs6060175 crossref_primary_10_3390_designs2020012 crossref_primary_10_1016_j_engstruct_2018_07_021 crossref_primary_10_1186_s40069_018_0285_0 crossref_primary_10_1016_j_engstruct_2020_111540 crossref_primary_10_1016_j_istruc_2020_04_055 crossref_primary_10_1016_j_jcsr_2018_10_023 crossref_primary_10_3390_app9132730 crossref_primary_10_1007_s43452_022_00541_2 |
Cites_doi | 10.1007/978-3-0348-5335-4_1 10.1016/j.compstruc.2006.08.036 10.1016/j.engstruct.2009.02.038 10.1016/j.proeng.2011.07.182 10.1016/j.engstruct.2012.04.036 10.1617/s11527-012-9876-4 10.1061/(ASCE)0733-9445(1998)124:1(24) 10.3846/13923730.2013.801895 10.1007/978-3-0348-6908-9_1 10.1680/macr.9.00218 10.1680/macr.1950.2.4.3 10.1617/s11527-007-9315-0 10.1007/s11831-007-9007-5 10.1016/j.engstruct.2007.09.001 10.1016/j.engstruct.2012.10.030 10.1061/(ASCE)0733-9445(1997)123:1(86) 10.1016/j.compstruc.2006.08.035 10.1617/s11527-007-9237-x 10.1016/j.engstruct.2011.08.007 10.1016/j.engstruct.2009.12.026 |
ContentType | Journal Article |
Copyright | RILEM 2014 RILEM 2015 |
Copyright_xml | – notice: RILEM 2014 – notice: RILEM 2015 |
DBID | AAYXX CITATION 7SR 8BQ 8FD 8FE 8FG ABJCF AFKRA BENPR BGLVJ CCPQU D1I DWQXO FR3 HCIFZ JG9 KB. KR7 PDBOC PQEST PQQKQ PQUKI PRINS |
DOI | 10.1617/s11527-014-0301-z |
DatabaseName | CrossRef Engineered Materials Abstracts METADEX Technology Research Database ProQuest SciTech Collection ProQuest Technology Collection Materials Science & Engineering Collection ProQuest Central UK/Ireland AUTh Library subscriptions: ProQuest Central Technology Collection ProQuest One Community College ProQuest Materials Science Collection ProQuest Central Engineering Research Database SciTech Premium Collection (Proquest) (PQ_SDU_P3) Materials Research Database Materials Science Database Civil Engineering Abstracts Materials Science Collection ProQuest One Academic Eastern Edition (DO NOT USE) ProQuest One Academic ProQuest One Academic UKI Edition ProQuest Central China |
DatabaseTitle | CrossRef ProQuest Materials Science Collection Materials Research Database Civil Engineering Abstracts Technology Collection Technology Research Database ProQuest One Academic Eastern Edition Materials Science Collection SciTech Premium Collection ProQuest One Community College ProQuest Technology Collection ProQuest SciTech Collection ProQuest Central China METADEX ProQuest Central Engineered Materials Abstracts ProQuest One Academic UKI Edition ProQuest Central Korea Materials Science & Engineering Collection Materials Science Database Engineering Research Database ProQuest One Academic |
DatabaseTitleList | ProQuest Materials Science Collection |
DeliveryMethod | fulltext_linktorsrc |
Discipline | Engineering |
EISSN | 1871-6873 |
EndPage | 2193 |
ExternalDocumentID | 3717728171 10_1617_s11527_014_0301_z |
Genre | Feature |
GroupedDBID | -5B -5G -BR -EM -Y2 -~C .86 .VR 06D 0R~ 0VY 1N0 1SB 203 28- 29M 29~ 2J2 2JN 2JY 2KG 2KM 2LR 2VQ 2~H 30V 4.4 406 408 40D 40E 5GY 5VS 67Z 6NX 8FE 8FG 8UJ 95- 95. 95~ 96X AAAVM AABHQ AABYN AAFGU AAHNG AAIAL AAJKR AANZL AAPBV AARHV AARTL AATNV AATVU AAUYE AAWCG AAYFA AAYIU AAYQN AAYTO ABBBX ABDZT ABECU ABFGW ABFSI ABFTV ABHLI ABHQN ABJCF ABJNI ABJOX ABKAG ABKAS ABKCH ABKTR ABMNI ABMQK ABNWP ABQBU ABSXP ABTAH ABTEG ABTHY ABTKH ABTMW ABULA ABWNU ABXPI ACBMV ACBRV ACBXY ACBYP ACGFS ACHSB ACHXU ACIGE ACIPQ ACIWK ACKNC ACMDZ ACMLO ACOKC ACOMO ACTTH ACVWB ACWMK ADHHG ADHIR ADINQ ADKNI ADKPE ADMDM ADMVV ADOXG ADRFC ADTPH ADURQ ADYFF ADZKW AEBTG AEEQQ AEFTE AEGAL AEGNC AEJHL AEJRE AEKMD AEKVL AENEX AEOHA AEPYU AESKC AESTI AETLH AEVLU AEVTX AEXYK AFEXP AFGCZ AFKRA AFLOW AFNRJ AFQWF AFWTZ AFZKB AGAYW AGDGC AGGBP AGGDS AGJBK AGMZJ AGQMX AGWIL AGWZB AGYKE AHAVH AHBYD AHSBF AHYZX AIAKS AIIXL AILAN AIMYW AITGF AJBLW AJDOV AJRNO AJZVZ AKQUC ALMA_UNASSIGNED_HOLDINGS ALWAN AMKLP AMXSW AMYLF AMYQR AOCGG ARCEE ARMRJ ASPBG AVWKF AXYYD AYJHY AZFZN B-. BA0 BBWZM BDATZ BENPR BGLVJ BGNMA CAG CCPQU COF CS3 CSCUP D1I DDRTE DNIVK DPUIP DU5 E.L EBLON EBS EIOEI EJD ESBYG FEDTE FERAY FFXSO FIGPU FINBP FNLPD FRRFC FSGXE FWDCC GGCAI GGRSB GJIRD GNWQR GQ6 GQ7 HCIFZ HF~ HG5 HG6 HMJXF HRMNR HVGLF HZ~ IJ- IKXTQ ITM IWAJR IXC IXE IZQ I~X I~Z J-C J0Z JBSCW JZLTJ KB. KDC KOV LLZTM M4Y MA- N2Q N9A NB0 NDZJH NF0 NPVJJ NQJWS NU0 O9- O93 O9G O9I O9J P19 P2P P9P PDBOC PF0 PT4 PT5 Q2X QOK QOS R89 R9I RHV RIG RNI RNS ROL RPX RSV RZK S16 S1Z S26 S27 S28 S3B SAP SCLPG SCV SDH SDM SEG SHX SISQX SJYHP SNE SNPRN SNX SOHCF SOJ SPISZ SRMVM SSLCW STPWE SZN T13 T16 TSG TSK TSV TUC U2A UG4 UNUBA UOJIU UTJUX UZXMN VC2 VFIZW W23 W48 WIP WK8 YLTOR Z45 Z5O Z7R Z7S Z7V Z7W Z7X Z7Y Z7Z Z81 Z83 Z85 Z86 Z88 Z8M Z8N Z8P Z8Q Z8R Z8S Z8T Z8W Z8Z ZMTXR ZY4 _50 ~02 ~A9 ~EX AACDK AAEOY AAJBT AASML AAYXX AAYZH ABAKF ABYXP ACAOD ACDTI ACZOJ AEFQL AEMSY AFBBN AGQEE AGRTI AIGIU CITATION H13 7SR 8BQ 8FD DWQXO FR3 JG9 KR7 PQEST PQQKQ PQUKI PRINS |
ID | FETCH-LOGICAL-c349t-abbd75359749441f069ed0902c746bcc7fdd970cdd9dfb1df51bbac09f8b33a73 |
IEDL.DBID | AEJHL |
ISSN | 1359-5997 |
IngestDate | Tue Nov 19 05:52:26 EST 2024 Thu Nov 21 21:49:15 EST 2024 Sat Dec 16 12:03:51 EST 2023 |
IsPeerReviewed | true |
IsScholarly | true |
Issue | 7 |
Keywords | Twist Torque Tensile concrete RC beams Truss-model Cracking state Torsion Ultimate state |
Language | English |
LinkModel | DirectLink |
MergedId | FETCHMERGED-LOGICAL-c349t-abbd75359749441f069ed0902c746bcc7fdd970cdd9dfb1df51bbac09f8b33a73 |
PQID | 1689454473 |
PQPubID | 326281 |
PageCount | 25 |
ParticipantIDs | proquest_journals_1689454473 crossref_primary_10_1617_s11527_014_0301_z springer_journals_10_1617_s11527_014_0301_z |
PublicationCentury | 2000 |
PublicationDate | 2015-07-01 |
PublicationDateYYYYMMDD | 2015-07-01 |
PublicationDate_xml | – month: 07 year: 2015 text: 2015-07-01 day: 01 |
PublicationDecade | 2010 |
PublicationPlace | Dordrecht |
PublicationPlace_xml | – name: Dordrecht |
PublicationTitle | Materials and structures |
PublicationTitleAbbrev | Mater Struct |
PublicationYear | 2015 |
Publisher | Springer Netherlands Springer Nature B.V |
Publisher_xml | – name: Springer Netherlands – name: Springer Nature B.V |
References | FangI-KShiauJ-KTorsional behavior of normal- and high-strength concrete beamsACI Str J20041013304313 Rausch E (1929) Berechnung des Eisenbetons gegen Verdrehung (Design of reinforced concrete in torsion). Ph.D. Thesis, Berlin, p 53 (in German) McMullenAERanganBVPure torsion in rectangular sections: a re-examinationJ American Concr Inst19787510511519 MitchellDCollinsMPDiagonal compression field theory: a rational model for structural concrete in pure torsionACI Journal1974718396408 JengCHPengXWongYLStrain gradient effect in RC elements subjected to torsionMag Concr Res201163534335610.1680/macr.9.00218 Hsu TTC (1984) Torsion of reinforced concrete. Van Nostrand Reinhold Company, New York BredtRKritische Bemerkungen zur drehungselastizitatZeitschrift des Vereines Deutscher Ingenieure18964028785790in German Navarro GregoriJSosaPMPradaMAFFilippouFCA 3D numerical model for reinforced and prestressed concrete elements subjected to combined axial, bending, shear and torsion loadingEng Str200729123404341910.1016/j.engstruct.2007.09.001 Walsh PF, Collins MP, Archer FE, Hall AS (1966) The ultimate strength design of rectangular reinforced concrete beams subjected to combined torsion, bending and shear. Civil Engineering Transaction, CE8 (2): 143–157 ElfgrenLReinforced concrete beams loaded in combined torsion, bending and shear publication 71:3 division of concrete structures1972GoteborgChalmers University of Technology249 CowanHJElastic theory for torsional strength of rectangular reinforced concrete beamsMag Concr Res19502438252295510.1680/macr.1950.2.4.3 BelarbiAHsuTCConstitutive laws of concrete in tension and reinforcing bars stiffened by concreteStr J American Concr Inst1994914465474 BernardoLFAAndradeJMALopesSMRSoftened truss model for reinforced NSC and HSC beams under torsion: a comparative studyEng Struct20124227829610.1016/j.engstruct.2012.04.036 JengC-HHsuTTCA softened membrane model for torsion in reinforced concrete membersEng Str2009311944195410.1016/j.engstruct.2009.02.038 Lampert P, Thurlimann B (1969) Torsionsversuche an Stahlbetonbalken (Torsion tests of reinforced concrete beams). Bericht, Nr. 6506-2, Institut fur Baustatik, ETH, Zurich, p 101 (in German) RahalKNCollinsMPSimple model for predicting torsional strength of reinforced and prestressed concrete sectionsJ American Concr Inst Proc1996936658666 Mostofinejad D, Behzad TS (2011) Nonlinear modeling of RC beams subjected to torsion using smeared crack model. In Proceedings of the twelfth East Asia-Pasific conference on structural engineering and construction (EASEC-12), Hong Kong SAR, China, 26–28 January, 2011. Procedia Engineering 14: 1447–1454 Bairan GarciaJMMari BernatARShear-bending-torsion interaction in structural concrete members: a nonlinear coupled sectional approachArchives Comput Methods Eng20071432492781135.7402510.1007/s11831-007-9007-5 BernardoLFALopesSMRTheoretical behavior of HSC sections under torsionEng Str201133123702371410.1016/j.engstruct.2011.08.007 Bairan GarciaJMMari BernatARCoupled model for the non-linear analysis of anisotropic sections subjected to general 3D loading part 1: theoretical formulationComput Str20068431–322254226310.1016/j.compstruc.2006.08.036 Müller P (1976) Failure Mechanisms for Reinforced Concrete Beams in Torsion and Bending. International Association for Bridge and Structural Engineering (IABSE). Publications vol 36–11. Zürich, pp 147–163 HsuTTCTorsion of structural concrete-behaviour of reinforced concrete rectangular members, torsion of structural concrete, sp-181968DetroitAmerican Concrete Institute261306 Bairan GarciaJMMari BernatARCoupled model for the nonlinear analysis of sections made of anisotropic materials, subjected to general 3D loading part 2: implementation and validationComput Str20068431–322264227610.1016/j.compstruc.2006.08.035 ValipourHRFosterSFNonlinear reinforced concrete frame element with torsionEng Str2010324988100210.1016/j.engstruct.2009.12.026 Elfgren L (1979) Torsion-bending-shear in concrete beams: a kinematic model. Plasticity in reinforced concrete, a workshop arranged in Copenhagen by the International Association for Bridge and Structural Engineering (IABSE). Reports of the working commissions, vol 29, pp 111–118 AndersenPExperiments with concrete in torsionTrans ASCE19351001935949983 BernardoLFALopesSMRBehavior of concrete beams under torsion-NSC plain and hollow beamsMater Str20084161143116710.1617/s11527-007-9315-0 RahalKNCollinsMPCombined torsion and bending in reinforced and prestressed concrete beamsACI Str J20031002157165 Belarbi A, Hsu TC (1991) Constitutive laws of softened concrete in biaxial tension-compression. Research Report UHCEE 91-2. University of Houston, Houston BernardoLFAAndradeJMALopesSMRModified variable angle truss-model for torsion in reinforced concrete beamsMater Str201245121877190210.1617/s11527-012-9876-4 ZhangLXHsuTCBehaviour and analysis of 100 MPa concrete membrane elementsJ Str Eng19981241243410.1061/(ASCE)0733-9445(1998)124:1(24) CollinsMPMitchellDShear and torsion design of prestressed and non-prestressed concrete beamsJ Prestressed Concr Inst Proc198025532100 BernardoLFAAndradeJMAOliveiraLAPReinforced and prestressed concrete hollow beams under torsionJ Civil Eng Manag201319S1S141S15210.3846/13923730.2013.801895 JengCHChiuH-JPengS-FDesign formulas for cracking torque and twist in hollow reinforced concrete membersACI Str J20131103457468 WangWHsuCTTLimit analysis of reinforced concrete beams subjected to pure torsionJ Str Eng19971231869410.1061/(ASCE)0733-9445(1997)123:1(86) Vecchio FJ, Collins MP (1981) Stress-strain characteristics of reinforced concrete in pure shear IABSE colloquium, advanced mechanics of reinforced concrete, Delft Final report, pp 211–225 AlNuaimiASAl-JabriKSHagoAComparison between solid and hollow reinforced concrete beamsMater Str200841226928610.1617/s11527-007-9237-x Leonhardt F, Schelling G (1974) Torsionsversuche an Stahl Betonbalken. Bulletin No. 239, Deutscher Ausschuss fur Stahlbeton, Berlin (in German) BernardoLFALopesSMRTorsion in HSC hollow beams: strength and ductility analysisACI Str J200910613948 NP EN 1992-1-1 Eurocode 2: design of concrete structures-Part 1: general rules and rules for buildings, March 2010 BernardoLFALopesSMRPlastic analysis and twist capacity of high-strength concrete hollow beams under pure torsionEng Str20134919020110.1016/j.engstruct.2012.10.030 HsuTTMoYLSoftening of concrete in torsional members-theory and testsJ American Concr Inst Proc1985823290303 BhattiMAAlmughrabiARefined model to estimate torsional strength of reinforced Concrete beamsJ American Concr Inst Proc1996935614622 301_CR15 301_CR36 301_CR31 TTC Hsu (301_CR38) 1968 D Mitchell (301_CR9) 1974; 71 JM Bairan Garcia (301_CR28) 2006; 84 301_CR30 LFA Bernardo (301_CR18) 2011; 33 HR Valipour (301_CR24) 2010; 32 CH Jeng (301_CR41) 2013; 110 L Elfgren (301_CR6) 1972 LFA Bernardo (301_CR16) 2012; 42 W Wang (301_CR14) 1997; 123 A Belarbi (301_CR32) 1994; 91 JM Bairan Garcia (301_CR26) 2007; 14 LX Zhang (301_CR43) 1998; 124 MP Collins (301_CR10) 1980; 25 C-H Jeng (301_CR20) 2009; 31 LFA Bernardo (301_CR42) 2013; 49 MA Bhatti (301_CR13) 1996; 93 301_CR21 301_CR40 AS AlNuaimi (301_CR22) 2008; 41 CH Jeng (301_CR34) 2011; 63 AE McMullen (301_CR39) 1978; 75 I-K Fang (301_CR37) 2004; 101 JM Bairan Garcia (301_CR27) 2006; 84 KN Rahal (301_CR12) 1996; 93 301_CR1 LFA Bernardo (301_CR19) 2012; 45 LFA Bernardo (301_CR35) 2009; 106 TT Hsu (301_CR11) 1985; 82 J Navarro Gregori (301_CR23) 2007; 29 301_CR7 KN Rahal (301_CR25) 2003; 100 LFA Bernardo (301_CR33) 2013; 19 301_CR8 HJ Cowan (301_CR3) 1950; 2 301_CR5 R Bredt (301_CR29) 1896; 40 P Andersen (301_CR2) 1935; 100 301_CR4 LFA Bernardo (301_CR17) 2008; 41 |
References_xml | – ident: 301_CR8 doi: 10.1007/978-3-0348-5335-4_1 – volume: 84 start-page: 2254 issue: 31–32 year: 2006 ident: 301_CR27 publication-title: Comput Str doi: 10.1016/j.compstruc.2006.08.036 contributor: fullname: JM Bairan Garcia – volume: 110 start-page: 457 issue: 3 year: 2013 ident: 301_CR41 publication-title: ACI Str J contributor: fullname: CH Jeng – volume: 25 start-page: 32 issue: 5 year: 1980 ident: 301_CR10 publication-title: J Prestressed Concr Inst Proc contributor: fullname: MP Collins – volume: 31 start-page: 1944 year: 2009 ident: 301_CR20 publication-title: Eng Str doi: 10.1016/j.engstruct.2009.02.038 contributor: fullname: C-H Jeng – ident: 301_CR21 doi: 10.1016/j.proeng.2011.07.182 – volume: 42 start-page: 278 year: 2012 ident: 301_CR16 publication-title: Eng Struct doi: 10.1016/j.engstruct.2012.04.036 contributor: fullname: LFA Bernardo – ident: 301_CR30 – volume: 45 start-page: 1877 issue: 12 year: 2012 ident: 301_CR19 publication-title: Mater Str doi: 10.1617/s11527-012-9876-4 contributor: fullname: LFA Bernardo – ident: 301_CR4 – ident: 301_CR36 – volume: 124 start-page: 24 issue: 1 year: 1998 ident: 301_CR43 publication-title: J Str Eng doi: 10.1061/(ASCE)0733-9445(1998)124:1(24) contributor: fullname: LX Zhang – volume: 19 start-page: S141 issue: S1 year: 2013 ident: 301_CR33 publication-title: J Civil Eng Manag doi: 10.3846/13923730.2013.801895 contributor: fullname: LFA Bernardo – ident: 301_CR5 doi: 10.1007/978-3-0348-6908-9_1 – volume: 63 start-page: 343 issue: 5 year: 2011 ident: 301_CR34 publication-title: Mag Concr Res doi: 10.1680/macr.9.00218 contributor: fullname: CH Jeng – volume: 2 start-page: 3 issue: 4 year: 1950 ident: 301_CR3 publication-title: Mag Concr Res doi: 10.1680/macr.1950.2.4.3 contributor: fullname: HJ Cowan – start-page: 261 volume-title: Torsion of structural concrete-behaviour of reinforced concrete rectangular members, torsion of structural concrete, sp-18 year: 1968 ident: 301_CR38 contributor: fullname: TTC Hsu – volume: 75 start-page: 511 issue: 10 year: 1978 ident: 301_CR39 publication-title: J American Concr Inst contributor: fullname: AE McMullen – volume: 41 start-page: 1143 issue: 6 year: 2008 ident: 301_CR17 publication-title: Mater Str doi: 10.1617/s11527-007-9315-0 contributor: fullname: LFA Bernardo – volume: 14 start-page: 249 issue: 3 year: 2007 ident: 301_CR26 publication-title: Archives Comput Methods Eng doi: 10.1007/s11831-007-9007-5 contributor: fullname: JM Bairan Garcia – volume: 29 start-page: 3404 issue: 12 year: 2007 ident: 301_CR23 publication-title: Eng Str doi: 10.1016/j.engstruct.2007.09.001 contributor: fullname: J Navarro Gregori – volume: 100 start-page: 157 issue: 2 year: 2003 ident: 301_CR25 publication-title: ACI Str J contributor: fullname: KN Rahal – volume: 82 start-page: 290 issue: 3 year: 1985 ident: 301_CR11 publication-title: J American Concr Inst Proc contributor: fullname: TT Hsu – volume: 91 start-page: 465 issue: 4 year: 1994 ident: 301_CR32 publication-title: Str J American Concr Inst contributor: fullname: A Belarbi – volume: 106 start-page: 39 issue: 1 year: 2009 ident: 301_CR35 publication-title: ACI Str J contributor: fullname: LFA Bernardo – volume: 49 start-page: 190 year: 2013 ident: 301_CR42 publication-title: Eng Str doi: 10.1016/j.engstruct.2012.10.030 contributor: fullname: LFA Bernardo – volume: 123 start-page: 86 issue: 1 year: 1997 ident: 301_CR14 publication-title: J Str Eng doi: 10.1061/(ASCE)0733-9445(1997)123:1(86) contributor: fullname: W Wang – ident: 301_CR31 – ident: 301_CR1 – volume: 40 start-page: 785 issue: 28 year: 1896 ident: 301_CR29 publication-title: Zeitschrift des Vereines Deutscher Ingenieure contributor: fullname: R Bredt – volume: 93 start-page: 614 issue: 5 year: 1996 ident: 301_CR13 publication-title: J American Concr Inst Proc contributor: fullname: MA Bhatti – volume: 84 start-page: 2264 issue: 31–32 year: 2006 ident: 301_CR28 publication-title: Comput Str doi: 10.1016/j.compstruc.2006.08.035 contributor: fullname: JM Bairan Garcia – ident: 301_CR15 – volume: 101 start-page: 304 issue: 3 year: 2004 ident: 301_CR37 publication-title: ACI Str J contributor: fullname: I-K Fang – volume: 93 start-page: 658 issue: 6 year: 1996 ident: 301_CR12 publication-title: J American Concr Inst Proc contributor: fullname: KN Rahal – ident: 301_CR7 – volume: 100 start-page: 949 issue: 1935 year: 1935 ident: 301_CR2 publication-title: Trans ASCE contributor: fullname: P Andersen – start-page: 249 volume-title: Reinforced concrete beams loaded in combined torsion, bending and shear publication 71:3 division of concrete structures year: 1972 ident: 301_CR6 contributor: fullname: L Elfgren – volume: 41 start-page: 269 issue: 2 year: 2008 ident: 301_CR22 publication-title: Mater Str doi: 10.1617/s11527-007-9237-x contributor: fullname: AS AlNuaimi – volume: 33 start-page: 3702 issue: 12 year: 2011 ident: 301_CR18 publication-title: Eng Str doi: 10.1016/j.engstruct.2011.08.007 contributor: fullname: LFA Bernardo – volume: 32 start-page: 988 issue: 4 year: 2010 ident: 301_CR24 publication-title: Eng Str doi: 10.1016/j.engstruct.2009.12.026 contributor: fullname: HR Valipour – volume: 71 start-page: 396 issue: 8 year: 1974 ident: 301_CR9 publication-title: ACI Journal contributor: fullname: D Mitchell – ident: 301_CR40 |
SSID | ssj0039112 |
Score | 2.2898822 |
Snippet | A new analytical model based on a refinement of the variable angle truss-model (VATM) is developed to predict the entire torque–twist curve of reinforced... A new analytical model based on a refinement of the variable angle truss-model (VATM) is developed to predict the entire torque-twist curve of reinforced... |
SourceID | proquest crossref springer |
SourceType | Aggregation Database Publisher |
StartPage | 2169 |
SubjectTerms | Building construction Building Materials Civil Engineering Engineering Machines Manufacturing Materials Science Original Article Processes Solid Mechanics Theoretical and Applied Mechanics |
Title | Generalized softened variable angle truss-model for reinforced concrete beams under torsion |
URI | https://link.springer.com/article/10.1617/s11527-014-0301-z https://www.proquest.com/docview/1689454473 |
Volume | 48 |
hasFullText | 1 |
inHoldings | 1 |
isFullTextHit | |
isPrint | |
link | http://sdu.summon.serialssolutions.com/2.0.0/link/0/eLvHCXMwnV3NS8MwFA9uu-jBb3E6JQdPSjRdmqU5Tt2YIkNQQfBQ8ikiVlmnh_31vnStTtGDXlpKH6G8vLz3-_XlvSC0Rx2QY-3A-ykFBCURmkgwE8ITLXlofEdVqHceXInhbXLaC21y2h-_LrLHwyojWTjqsKohyh7lUTiAFZhvTAKKJ5MaakDo4WDbjW7vfHBR-V8Gy7fIcTIuCZdSlLnMHwf5Go0-Iea3rGgRbPpL__nMZbRYQkvcndrCCppz2SpamGk4uIbuyi7TDxNncQ4eGB4tfgO-HCqosMru4RrKMIAAhyNyMEBaPHJFd1UDkkCeAWWOHdZOPeU4FKCNcDivB2Z3Hd30e9cnA1Ier0AMi-WYKK0tkJXAKCSAIk870tmwTdOIuKONEd5aKaiBq_U6sp5HWitDpU80Y0qwDVTPnjO3ibDvtKkyTFJvFeAzpagHWSFklFgPE95E-5Wa05dpF400sA_QWDrVWAoaS4PG0kkTtaqJSMsFlYNoImMex4I10UGl-ZnXvw229SfpbTQPgIhPt-O2UB0U7nZQLbevu6WVwb1_Njy-fAd8zc_U |
link.rule.ids | 315,782,786,27933,27934,41073,42142,48344,48347,48357,49649,49652,49662,52153 |
linkProvider | Springer Nature |
linkToHtml | http://sdu.summon.serialssolutions.com/2.0.0/link/0/eLvHCXMwnV07T8MwED5BOwADb0ShgAcmUESCkzgeK2hpRelCkZAYLDu2EQMBNYWhv55zHqIgGGCxZOVkRefz-ft0vjuAY98gOVYGvZ-USFASpjyOZuJFieKRK3znS5fv3L9lo_vksuvK5NA6F6Z47V6HJAtP7Y41XrNneeA6sCL1DT0H473ZIjRDHodoys3OYHzVqx0wxfNbBDlpxL2Ic1YFM39c5Ot19Ikxv4VFi9umt_av_1yH1Qpckk5pDRuwYLJNWJkrObgFD1Wd6aeZ0SRHH4xTTd6RMbscKiKzRxxdIgZSYNckhyCoJRNT1FdNURLpM-LMqSHKyOecuBS0CXEde3B_t-Gu1x1f9L2qwYKX0pBPPamURrriOAVHWGT9mBvtHmqmLIxVmjKrNWd-iqO2KtA2CpSSqc9toiiVjO5AI3vJzC4QG5_7MqXct1oiQpPStyjLGA8SbXHLW3BS61m8lnU0hOMfqDFRakygxoTTmJi1oF3vhKiOVI6iCQ-jMGS0Bae15uc-_7bY3p-kj2CpP74ZiuFgdL0PywiPovJxbhsaqHxzAIu5fjusTO4DcevSMg |
linkToPdf | http://sdu.summon.serialssolutions.com/2.0.0/link/0/eLvHCXMwpV1LSwMxEB60BdGDb7FaNQdPSuiuu9tsTlJsS9VSBBUEDyHZJOLBtXSrh_56J_vAKnoQL4FlhxAmk-T7mBfAsWeQHCuDt5-USFBipihHM6FRrHjkCt950uU7D27Z6CHu9lyZnPMqFyaPdq9ckkVOg6vSlE5bY23zI45PbivzXTdWpMEhdZCezhahHiKRQUOvd3pXg2F1GQd4lnOHZxBxGnHOSsfmj5N8fZo-8eY3F2n-8vTX_r3mdVgtQSfpFFayAQsm3YSVuVKEW_BY1p9-nhlNMryb8VOTd2TSLreKyPQJR5eggdTYNc8hCHbJxOR1VxOUxLUg_pwaoox8yYhLTZsQ18kH930b7vu9u4sBLRsv0CQI-ZRKpTTSGMc1OMIl67W50S6AM2FhWyUJs1pz5iU4aqt8bSNfKZl43MYqCCQLdqCWvqZmF4htn3kyCbhntUTkJqVnUZYx7sfaoik04KTSuRgX9TWE4yWoMVFoTKDGhNOYmDWgWe2KKI9ahqIxD6MwZEEDTqtdmPv922R7f5I-gqWbbl8ML0fX-7CMqCkqYnabUEPdmwNYzPTbYWl9H8Zq2vU |
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=Generalized+softened+variable+angle+truss-model+for+reinforced+concrete+beams+under+torsion&rft.jtitle=Materials+and+structures&rft.au=Bernardo%2C+L.+F.+A.&rft.au=Andrade%2C+J.+M.+A.&rft.au=Nunes%2C+N.+C.+G.&rft.date=2015-07-01&rft.pub=Springer+Netherlands&rft.issn=1359-5997&rft.eissn=1871-6873&rft.volume=48&rft.issue=7&rft.spage=2169&rft.epage=2193&rft_id=info:doi/10.1617%2Fs11527-014-0301-z&rft.externalDocID=10_1617_s11527_014_0301_z |
thumbnail_l | http://covers-cdn.summon.serialssolutions.com/index.aspx?isbn=/lc.gif&issn=1359-5997&client=summon |
thumbnail_m | http://covers-cdn.summon.serialssolutions.com/index.aspx?isbn=/mc.gif&issn=1359-5997&client=summon |
thumbnail_s | http://covers-cdn.summon.serialssolutions.com/index.aspx?isbn=/sc.gif&issn=1359-5997&client=summon |