181
Views
21
CrossRef citations to date
0
Altmetric
Original Articles

Development of guidelines for nonlinear finite element analyses of existing reinforced and pre-stressed beams

, &
Pages 1361-1384 | Published online: 09 Jan 2012

8. References

  • Belletti , B. , Hendriks , M. A.N. and Damoni , C. 2010 . “Sviluppo di linee guida per l'analisi non lineare ad elementi finiti di strutture in c.a” . 18° Congresso CTE , : 643 – 653 . 11–13 Novembre, Brescia
  • Belletti , B. , Hendriks , M. , den Uijl , J. A. and Damoni , C. 2010 . “Developing standardized guidelines for a safety assessment of shear-critical RC beams based on nonlinear a finite element modeling” . In 3rd fib International Congress Washington
  • Bentz , E. C. and Collins , M. P. 2006 . “Development of the 2004 Canadian Standards Association (CSA) A23.3 shear provisions for reinforced concrete” . Canadian Journal of Civil Engineering , 33 ( n° 5 ) : 521 – 534 .
  • Cervenka , V. 1985 . “Constitutive model for cracked reinforced concrete” . ACI Struct. Journal , 71 : 396 – 408 .
  • Cervenka , V. 1995 . “Mesh sensitivity effects in smeared finite element analysis of concrete fracture” . Framcos-2 ,
  • Cervenka , V. , Jendele , L. and Cervenka , J. 2009 . ATENA Program Documentation Part 1 Prague May 12
  • Collins , M. P. and Kuchma , D. 1999 . “How safe are our large, lightly reinforced concrete beams, slabs, and footings?” . ACI Struct. Journal , 96 ( n° 4 ) : 482 – 490 .
  • Damoni , C. 2010 . Modeling of pre-stressed beams using DIANA . Technical reports, Delft University of Technology ,
  • Damoni , C. , den Uijl , J. , Hendriks , M. A.N. and Belletti , B. 2011 . “Optimization of NLFE settings for evaluation of shear compression resistance” . In fib Symposium Prague 8–10 June
  • 2004 . Eurocode 2 . Design of concrete structures-Part 1-1: General rules and rules for buildings , EN 1992-1-1:
  • Fédération internationale du béton (fib) . “Model Code 2010”-First complete draft. , Bulletins 55 and 56
  • Feenstra , P. H. , Rots , J. G. , Arnesen , A. , Teigen , J. G. and Hiseth , K. V. 1998 . “A 3D constitutive model for concrete based on a co-rotational concept” . In Computational Modelling of Structures Edited by: deBorst , Bicanic , Mang and Meschke . Balkema . (eds)
  • Foster , S. J. , Budiono , B. and Gilbert , R. I. 1996 . “Rotating crack finite element model for reinforced concrete structures” . International Journal of Computers & Structures , 58 ( n° 1 ) : 43 – 50 . January
  • Grace , N. F. 2001 . “Strengthening of negative moment region of reinforced concrete beams using carbon fiber-reinforced polymer strips” . ACI Struct. Journal , 98 ( n° 3 ) : 347 – 358 .
  • Hillerborg , A. 1983 . “Examples of practical results achieved by means of the fictitious crack model” . In In Preprints, Prager Symp. On Mechanics of Geomaterials: Rocks, Concrete, Soils Edited by: Bažant , Z. P. 611 – 614 . Evanston : Northwestern University . editore
  • Hsu , T. T.C. and Mo , Y. L. 2010 . Unified Theory of Concrete Structures John Wiley and Sons, Ltd, Publication .
  • Leonhardt , E. F. , Kock , R. and Rostasy , F. S. 1973 . Schubversuche an Spannbetontragern . Deutscher Ausschuss fur Stahlbeton ,
  • Manie , J. 2009 . Diana user's manual . TNO Diana BV ,
  • Nakamura , H. and Higai , T. 2001 . “Compressive fracture energy and fracture zone length of concrete” . In J. Str. Eng. ASCE Edited by: Benson , P. Shing . 471 – 487 . (editor)
  • Oliver , J. 1989 . “A consistent characteristic length for smeared cracking models” . International Journal for numerical Methods in Engineering , 28 : 461 – 474 .
  • Petrangeli , M. , Pinto , P. E. and Ciampi , V. 1999 . “A fiber element for cyclic bending and shear.I:theory” . Journal of Engineering mechanics , : 994 – 1001 .
  • Rots , J. , Belletti , B. , Damoni , C. and Hendriks , M. A.N. 2010 . “Development of Dutch guidelines for nonlinear finite element analyses of shear critical bridge and viaduct beams” . Fib Bulletin 57: Shear and punching shear in RC and FRC elements , : 139 – 154 . Workshop 15–16 October, Salò
  • Runzell , B. , Shield , C. and French , C. 2007 . Shear Capacity of Prestressed Beams . Minnesota Department of transportation Research Services Section ,
  • Spacone , E. , Ciampi , V. and Filippou , F. C. 1996 . “Mixed formulation of nonlinear beam finite element” . Computers & Structures , 58 ( n° 1 ) : 71 – 83 .
  • Sun , S. and Kuchma , D. 2007 . “ Shear behaviour and capacity of large-scale prestressed high-strength concrete bulb-tee girders ” . In Department of Civil and Environment Engineering Urbana-Champaign : University of Illinois . at
  • Taucer , F. F. , Spacone , E. and Filippou , F. C. 1991 . “A fiber beam-column element for seismic response analysis of reinforced concrete structures” . In EERC Report 91/17, Earthquake Engineering Research Center Berkeley, CA : University of California .
  • Vecchio , F. J. and Collins , M. P. 1986 . “The modified compression-field theory for reinforced concrete elements subjected to shear” . ACI Struct. Journal , 83 ( n° 2 ) : 219 – 231 .
  • Vecchio , F. J. and Collins , M. P. 1993 . “Compression response of cracked reinforced concrete” . J. Str. Eng., ASCE , 119 : 3590 – 3610 .
  • Vecchio , F. J. and Shim , W. 2004 . “Experimental and analytical reexamination of classic concrete beam tests” . J. Str. Eng. ASCE , 130 ( n° 3 ) : 460 – 469 .

Reprints and Corporate Permissions

Please note: Selecting permissions does not provide access to the full text of the article, please see our help page How do I view content?

To request a reprint or corporate permissions for this article, please click on the relevant link below:

Academic Permissions

Please note: Selecting permissions does not provide access to the full text of the article, please see our help page How do I view content?

Obtain permissions instantly via Rightslink by clicking on the button below:

If you are unable to obtain permissions via Rightslink, please complete and submit this Permissions form. For more information, please visit our Permissions help page.