Open Access
Issue |
MATEC Web Conf.
Volume 199, 2018
International Conference on Concrete Repair, Rehabilitation and Retrofitting (ICCRRR 2018)
|
|
---|---|---|
Article Number | 01003 | |
Number of page(s) | 10 | |
Section | Keynote Papers | |
DOI | https://doi.org/10.1051/matecconf/201819901003 | |
Published online | 31 October 2018 |
- T.C. Triantafillou, “Shear Strengthening of Reinforced Concrete Beams Using EpoxyBonded FRP Composites,” ACI Structural Journal, Vol. 95, No. 2, March-April, 1998, pp 107–115. [Google Scholar]
- R. L’Hermite et. J. Bresson “Beton armé dármatures collées”, Colloque RILEM sur “Les résines de synthése dans la construction, Paris Ed. Eyrolles 1971, pp. 175–203. [Google Scholar]
- T.M. Roberts, “Shear and Normal Stresses in Adhesive Joints”, Jounal of Engineering Mechanics, Vol. 115, No. 11, November 1989, pp. 2460–2476. [CrossRef] [Google Scholar]
- B. Täljsten, “PLATE BONDING – Strengthening of Existing Concrete Structures with Epoxy Bonded Plates of Steel or Fibre Reinforced Plastics”, Doctoral Thesis – Division of Structural Engineering, Luleå University of Technology, 1994:152D, ISSN 0348-8373, 1994, p 289. [Google Scholar]
- O. Volkersen, 1938, “Die Nietkraftverkteilung in zugbeanspruchten nietverbindungen mit konstanten lachenquerscnitten, Luftfahrtforschung, 15, 1938, pp 41–47. [Google Scholar]
- H.H. Kazemi, 1989, “Behavior of reinforced concrete beams with externally attached steel plates, PhD Thesis, Department of Civil and Structural Engineering, University College, Cardiff, 1987, p 143. [Google Scholar]
- T.M. Roberts, 1989, “Shear and Normal Stresses in Adhesive Joints, Journal of Engineering Mechanics, Vol. 115, No 11, Nov. 1989, pp 21–27 [Google Scholar]
- O. Vilney, 1988, “The analysis of reinforced concrete beams strengthened by epoxy bonded steel plates”, The international journal of Cement Composites and Lightweight Concrete, Vol. 10, No. 2, My 1988, pp 73–78 [CrossRef] [Google Scholar]
- B. Täljsten, 1997, “Strengthening of Beams by Plate Bonding”, Journal of Materials in Civil Engineering, November 1997, pp. 206–212. [CrossRef] [Google Scholar]
- J. Yao, J.G. Teng and J.F. Chen, 2005, “Experimental study on FRP-to-concrete bonded joints”, Composites: Part B: Engineering, 36, Elsevier, pp 99–113. [CrossRef] [Google Scholar]
- ACI, 2017, “Guide for the design and construction of externally bonded FRP systems for strengthening concrete structures”, ACI 440.R2-17, American Institute, Farminton Hills, Michigan. [Google Scholar]
- A. Carolin, B. Täljsten, and A. Hejll, 2005: “Concrete Beams Exposed to Live Loading during Carbon Fiber Reinforced Polymer Strengthening”. Journal of Composites for Construction, Volume 9, Issue 2, pp. 178 [CrossRef] [Google Scholar]
- B. Täljsten, and A. Carolin, 2001: “CFRP Strengthening. Concrete Beams Strengthened with Near Surface Mounted CFRP Laminates” Fibre reinforced plastics for reinforced concrete structures, FRPRCS-5, Cambridge (Edited by Chris Burgoyne), pp 107–116 [Google Scholar]
- A. Carolin, H. Nordin and B. Täljsten, 2001: Concrete beams strengthened with near surface mounted reinforcement of CFRP” International Conference on FRP Composites in Civil Engineering, Volume 2, J.-G. Teng (Ed). ISBN: 008-043945-4 pp 1059–1066 [Google Scholar]
- M. Clarin, “Betongbalkar förstärkta med kolfiberkomposit” Master Thesis, Division of Structural Engeineering, Luleå University of Technology, ISSN: 1402, 2022:130 CIV. p 174. [Google Scholar]
- H. Nordin, B. Täljsten and A. Carolin, 2001, “Concrete beams strengthened with prestressed near surface mounted reinforcement (NSMR)” International Conference on FRP Composites in Civil Engineering Volume 2, J.-G. Teng (Ed). ISBN: 0-08-043945-4, (2001), pp 1067–1075. [Google Scholar]
- A. Bennitz, (2011), “Externally unbonded posttensioned CFRP tendons: A system solution”, Doctoral Thesis, Luleå University of Technology, ISBN: 978-91-7439-206-7, p 198. [Google Scholar]
- A. Bennitz, J.W. Schmidt, J. Nilimaa and B. Täljsten, (2012), “Reinforced concrete T-beams externally prestressed with unbonded carbon fibrereinforced polymer tendons”, ACI Structural Journal, ISSN 0889-3241, E-ISSN 1944-7361, Vol. 109, nr 4, s. 521–530. [Google Scholar]
- O. Enochsson, 2005, CFRP strengthening of concrete slabs, with and without openings: experiment, analysis, design and field application, Licentiate thesis, 2005:87, ISSN 1407, Luleå University of Technology, 2005, pp 154 [Google Scholar]
- O. Enochsson, J. Lundqvist, B. Täljsten, P. Rusinowski, T. Olofsson, 2006: “CFRP strengthened openings in two-way concrete slabs An experimental and numerical study”. Construction and Building Materials (2006). [Google Scholar]
- C. Popescu, G. Sas, T. Blanksvärd and B. Täljsten, 2015, “Concrete walls weakened by openings as compression members – A review”, Engineering Structures 89 (2015), p 172–190. [CrossRef] [Google Scholar]
- C. Popescu, 2017, CFRP Strengthening of Cut-Out Openings in Concrete Walls – Analysis and Laboratory Tests, Doctoral Thesis, ISBN 978-91-7583-795-6, Luleå University of Technology, pp 165. [Google Scholar]
- C. Popescu, G. Sas, T. Blanksvärd and B. Täljsten, (2017), “Concrete walls with cutout openings strengthen by FRP confinement”, Journal of composites for construction, ISSN 1090-0268, EISSN 1943-5614, Vol. 21, nr 3. [Google Scholar]
- M. Mohammed, “Fatiuge Behaviour of RC Beams Strengthened with CFRP – Analytical and Experimental Investigations”, (2015), Doctoral Thesis, Luleå University of Technology, ISBN 978-91-7583-235-7, p 276. [Google Scholar]
- M. Mohammed, Blanksvärd T. and B. Täljsten, (2016), “A two-scale model for high-cycle fatigue at the fibre-reinforced polymer concrete interface”, Computers and Concrete, ISSN 1598-8198, Vol. 116, s. 12–20. [Google Scholar]
- A. Carolin, and B. Täljsten, 2005: “Theoretical Study of Strengthening for Increased Shear Bearing Capacity”. Journal of Composites for Construction, Volume 9, Issue 6. [Google Scholar]
- A. Carolin and B. Täljsten, 2005: “Experimental Study of Strengthening for Increased Shear Bearing Capacity”. Journal of Composites for Construction, Volume 9, Issue 6. [Google Scholar]
- J.F. Chen, and J. G. Teng, 2003a_. “Shear capacity of fibre-polymer-strengthened reinforced concrete beams: Fibre reinforced polymer rupture.” J. Struct. Eng., 129_5_, 615–625 [CrossRef] [Google Scholar]
- Consiglio Nazionale delle Ricerche CNR. 2005. “Instructions for design, execution and control of strengthening interventions through fiber-reinforced composites.” CNR-DT 200/04, Consiglio Nazionale delle Ricerche, Rome, Italy (in English [Google Scholar]
- fib Bulletin 14. 2001. Externally bonded FRP reinforcement for RC structures, CH-1015, Lausanne [Google Scholar]
- B. Täljsten, 2006 “FRP strengthening of existing concrete structures.” Design guideline, 4th Ed., Luleå University Printing Office, Luleå. [Google Scholar]
- G. Sas, B. Täljsten, J. Barros, J. Lima and A. Carolin, 2009: “Are available models reliable for predicting the FRP contribution to the shear resistance of RC beams?”, Accepted for publication in Journal of Composites for Construction, 2009. [Google Scholar]
- G. Sas, “FRP Shear Strengthening of Reinforced Concrete Beams”, (2011), Doctoral Thesis, Luleå University of Technology, ISBN: 978-91-7439-2395, p 248. [Google Scholar]
- B. Täljsten, T. Blanksvärd and G. Sas G, 2011, ”Handbok för dimensionering och utförande i samband med förstärkning av betongkonstruktioner med pålimmade fiberkompositer, Luleå Tekniska Universitet, Avdelningen för Byggkonstruktion, ISBN 978-91-7439-146-6, p.186 (In Swedish) [Google Scholar]
- B. Täljsten, T. Blanksvärd och G. Sas, (2016), “Kompositförstärkning av betong”, AB Svensk Byggtjänst, ISBN: 978-91-7333-763-2, p 177. [Google Scholar]
- B. Täljsten and T. Blanksvärd, 2007, ”MineralBased Bonding of Carbon FRP to Strengthen Concrete Structures”, Journal of Composites for Construction, Vol 11, No. 2, March/April 2007, pp120–128 [CrossRef] [Google Scholar]
- D. Becker, 2003, “Concrete slabs strengthened with carbon fiber composites, Master’s thesis, Luleå Univ. of Technology, Luleå, Sweden, 1402-1617 in Swedish [Google Scholar]
- T. Blanksvärd, “Strengthening of concrete structures by the use of mineral-based composites – System and design models for flexure and shear”, Doctoral Thesis – Division of Structural Engineering, Luleå University of Technology, ISBN:978-91-86233-235, 2009, p 302. [Google Scholar]
- C. Sabau, C. Popescu, G. Sas and T. Blanksvärd, (2017), “Concrete walls with openings strengthened using FRCM composites”, Advanced Composites in Construction: Conference Proceedings / [ed] Maurizio Guadagnini & Sue Keighley, Chesterfield: NetComposites Limited, 2017, s. 188–192 [Google Scholar]
- B. Täljsten, 2000, “Strengthening of concrete structures with CFRP-sheets Applications and full scale tests in Sweden”, ACMBS III MCAPS, Proceedings of the 3rd Conference on Advanced Composite Materials in Bridges and Structures, Ottowa, August 2000, pp 513–520. [Google Scholar]
- A. Carolin, 2001, “Strengthening of Concrete Structures with CFRP. Shear strengthening and fullscale applications”. Licentiate Thesis 2001:01, Division of Structural Engineering, Luleå University of Technology [Google Scholar]
- O. Enochsson, A. Puurula and L. Elfgren, 2004, Beräkning av betongbroars bärförmåga. Interaktion mellan tvärkraft, vridmoment och böjning i Källösundsbron (Assessment of the Load Carrying Capacity of Concrete Bridges. Interaction between torsion, shear and bending in the Källösund Bridge. In Swedish) Technical Report 2004:15, Luleå [Google Scholar]
- A. Puurula, 2004, Assessment of Prestressed Concrete Bridges Loaded in Combined Shear, Torsion and Bending. Licentiate Thesis 2004:43, Luleå: Div. of Structural Engineering, Luleå Univ. of Technology, 103 + 144 pp [Google Scholar]
- B. Täljsten, 2006, FRP Strengthening of Existing Concrete Structures. Design Guideline. Division of Structural Engineering, Luleå University of Technology, 4th Ed, Luleå 2006, 227 pp, ISBN 91-89580-03-6. [Google Scholar]
Current usage metrics show cumulative count of Article Views (full-text article views including HTML views, PDF and ePub downloads, according to the available data) and Abstracts Views on Vision4Press platform.
Data correspond to usage on the plateform after 2015. The current usage metrics is available 48-96 hours after online publication and is updated daily on week days.
Initial download of the metrics may take a while.