Assessment of Effective and Minimal Slab Widths for Evaluating the Shear Capacity of RC Overhang Slabs

1 Lantsoght E O L, van der Veen C, & Walraven J C: “Shear in One-Way Slabs under Concentrated Load Close to Support”. ACI Structural Journal, Vol. 110, No. 2, 2013, pp. 275-284. Search in Google Scholar

2 Vaz Rodrigues R: “Shear Strength of Reinforced Concrete Bridge Deck Slabs” (PhD Thesis), École Polytechnique Fédérale de Lausanne. Lausanne, Switzerland, 2007. Search in Google Scholar

3 Veganzones Muñoz J J, Pacoste C, Pettersson L & Karoumi R: “Influence of Edge Beam on Behavior of Bridge Overhangs”. ACI Structural Journal, Vol 115, No. 4, 2018, pp. 957-970. Search in Google Scholar

4 Henze L: “Shear behavior of reinforced concrete bridge deck slabs” (“Querkrafttragverhalten von Stahlbeton-Fahrbahnplatten”). PhD Thesis, TUHH Hamburg University of Technology]. Hamburg, Germany, 2019. (In German). Search in Google Scholar

5 Lantsoght E O L., van der Veen C, De Boer A, & Walraven J C: “Influence of Width on Shear Capacity of Reinforced Concrete Members”. ACI Structural Journal, Vol. 111, No. 6, 2014, pp. 1441-1450. Search in Google Scholar

6 Reissen K & Hegger J: “Experimental Study on the Shear Capacity of Concrete Slabs”. Proceedings, IABSE-IASS Symposium, London, 2011. Search in Google Scholar

7 Reissen K & Hegger J: “Shear Capacity of Reinforced Concrete Slabs under Concentrated Loads”. Proceedings, 18th IABSE Congress Innovative Infrastructures – Towards Human Urbanism, Seoul, 2012, pp. 966-973. Search in Google Scholar

8 Reissen K & Hegger J: “Experimental investigations on the shear-bearing behaviour of bridge deck cantilever slabs under wheel loads” (“Experimentelle Untersuchungen zum Querkrafttragverhalten von auskragenden Fahrbahnplatten unter Radlasten”). Beton- und Stahlbetonbau, Vol. 108, No. 3, 2013, pp. 315-324. (In German). Search in Google Scholar

9 Vida R, Halvonik J & Majtánová L: “Experimental Verification of Concentrated Load Transverse Distribution in Shear”. Solid State Phenomena, Vol. 272, 2018, pp. 250-255. Search in Google Scholar

10 CEN: “Eurocode 2: Design of concrete structures - Part 1-1: General rules and rules for buildings. EN 1992-1-1”. 2005. Search in Google Scholar

11 Veganzones Muñoz J J, Pacoste, C & Karoumi R: “Width and Edge Beam Effects on the Ultimate Behaviour of RC Bridge Overhangs”. Nordic Concrete Research, Vol. 61, No. 2, 2019, pp. 131-152. Search in Google Scholar

12 CEB-FIP: “fib Model Code for Concrete Structures 2010”. Lausanne, Switzerland, 2013. Search in Google Scholar

13 DIN: “Design and Construction of Reinforced and Presstressed Concrete Structures” (“1045-1 Bemessung und Konstruktion von Stahlbeton- und Spannbetonbauteilen”). 2008. (In German). Search in Google Scholar

14 Swedish Transport Administration (Trafikverket): “Calculation of load capacity of bridges - Recommendations” (“TDOK 2013:0273 Bärighetsberäkning av broar - Råd”). Borlänge, Sweden, 2019. (In Swedish). Search in Google Scholar

15 Hedman O & Losberg A: “Shear resistance of thin concrete slabs subjected to moving concentrated loads” (“Skjuvhållfasthet hos tunna betongplattor belastade med rörliga punktlaster”). Preliminary report to the Road Administration. 1976. (In Swedish). Search in Google Scholar

16 Vaz Rodrigues R, Fernández Ruiz M & Muttoni A: Shear strength of R/C bridge cantilever slabs. Engineering Structures, Vol. 30, 2008, pp. 3024-3033. Search in Google Scholar

17 Natário F, Fernández Ruiz M & Muttoni A: “Shear strength of RC slabs under concentrated loads near clamped linear supports”. Engineering Structures, Vol. 76, 2014, pp. 10-23. Search in Google Scholar

18 Natário F, Fernández Ruiz, M & Muttoni A: “Experimental investigation on fatigue of concrete cantilever bridge deck slabs subjected to concentrated loads”. Engineering Structures, Vol. 89, 2015, pp. 191-203. Search in Google Scholar

19 Rombach, G & Latte S: “Shear resistance of bridge decks without shear reinforcement”. Proceedings, fib Symp.: Tailor Made Concrete Structures, Amsterdam 2008, pp. 519-525. Search in Google Scholar

20 Rombach, G & Henze L: “Shear Capacity of Concrete Slabs Without Shear Reinforcement Under Concentrated Loads Close to Support”. Proceedings, fib High Tech Concrete: Where Technology and Engineering Meet, Maastricht, 2018, pp. 676-683. Search in Google Scholar

21 Reissen K & Hegger J: “Shear load bearing capacity of road bridge slabs under wheel loads” (“Querkrafttragfähigkeit von Fahrbahnplatten unter Radlasten”). Proceedings, Brückenkolloquium Beurteilung, Ertüchtigung und Instandsetzung von Brücken : 2 (Bridge assessment, upgrading and repair), Esslingen, 2016, pp. 111-126. (In German). Search in Google Scholar

22 Lee J & Fenves G L: “Plastic-Damage Model for Cyclic Loading of Concrete Structures”. Journal of Engineering Mechanics, Vol. 124, No. 8, 1998, pp. 892-900. Search in Google Scholar

23 Lubliner J, Oliver J, Oller S & Onate E: “A plastic-damage model for concrete. International Journal of Solids and Structures, Vol. 25, No. 3, 1989, pp. 299-329. Search in Google Scholar

24 Cornelissen H, Hordijk D & Reinhardt H: “Experimental determination of crack softening characteristics of normal weight and lightweight concrete”. Heron, Vol. 31, No. 2, 1986, pp. 45-56. Search in Google Scholar

25 Malm R: “Guidelines for FE-analyses of concrete dams”. Report 2016:270, Energiforsk, Stockholm, Sweden, 2016. Search in Google Scholar

26 Veganzones Muñoz J J: “Bridge Overhang Slabs with Edge Beams: LCCA and Structural Analysis for the Development of New Concepts”. PhD Thesis, Dept. of Civil & Architectural Engineering, KTH Royal Institute of Technology. Stockholm, Sweden, 2020. Search in Google Scholar

27 Broo H, Lundgren K & Plos M: “A guide to non-linear finite element modelling of shear and torsion in concrete bridges”. Report No. 2008:18, Chalmers University of Technology, Gothenburg, Sweden, 2008. Search in Google Scholar

28 Pacoste C, Plos M & Johansson M: “Recommendations for finite element analysis for the design of reinforced concrete slabs”, Technical report 144. KTH Royal Institute of Technology, Stockholm, Sweden, 2012. Search in Google Scholar

29 ACI: “Code 318-19: Building Code Requirements for Structural Concrete and Commentary”. American Concrete Institute, Farmington Hills, USA, 2019. Search in Google Scholar