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Publications by Mikael Hallgren

Refereegranskade

Artiklar

[1]
J. Magnusson, M. Hallgren and A. Ansell, "Shear in concrete structures subjected to dynamic loads," Structural Concrete, vol. 15, no. 1, pp. 55-65, 2014.
[2]
J. Magnusson, M. Hallgren and A. Ansell, "Air-blast-loaded, high-strength concrete beams. Part I : Experimental investigation," Magazine of Concrete Research, vol. 62, no. 2, pp. 127-136, 2010.
[3]
J. Magnusson and M. Hallgren, "High strength concrete beams subjected to shock waves from air blast," Proceedings of the 6th International Symposium on Utilization of high strength/high Performance Concrete, pp. 355-368, 2002.
[4]
M. Hallgren and M. Bjerke, "Non-linear finite element analyses of punching shear failure of column footings," Cement & Concrete Composites, vol. 24, no. 6, pp. 491-496, 2002.
[5]
M. Hallgren, K. O. Kjellsen and O. H. Wallevik, "Fracture mechanical properties of high-performance concrete - Influence of silica fume," Materials and Structures, vol. 33, no. nov, pp. 552-558, 2000.
[6]
M. Hallgren and G. Kaklauskas, "Curvature Analysis of Experimental High Strength Concrete Beams," Statyba Civil Engineering, vol. V, no. 6, pp. 357-363, 1999.
[7]
M. Hallgren, K. O. Kjellsen and O. H. Wallevik, "On the Compressive Strength Development of High-Performance Concrete and Paste – Effect of Silica Fume," Materials and Structures, vol. 32, no. jan-feb, pp. 63-69, 1999.
[8]
M. Hallgren, S. Kinnunen and B. Nylander, "Punching Shear Tests of Column Footings," Nordic Concrete Research, no. 21, pp. 1-22, 1998.
[9]
M. Hallgren and S. Kinnunen, "Punching Shear Tests on Circular High Strength Concrete Slabs without Shear Reinforcement," Nordic Concrete Research, no. 10, pp. 37-47, 1991.

Konferensbidrag

[10]
S. Ahmed et al., "Post-Tensioned Stress Ribbon Systems in Long Span Roofs," in 20th Congress of IABSE, New York City 2019 : The Evolving Metropolis - Report2019, 2019, pp. 534-540.
[11]
M. Hallgren, I. Eriksson and N. Karlsson, "Numerical simulations of a concrete bridge deck loaded to shear failure," in High Tech Concrete : Where Technology and Engineering Meet - Proceedings of the 2017 fib Symposium, 2017, pp. 1898-1906.
[12]
F. King et al., "The articulated funiculator," in 19th IABSE Congress Stockholm, 21-23 September 2016. Challenges in Design and Construction of an Innovative and Sustainable Built Environment, 2016.
[13]
F. King et al., "Tubed mega frame structural systems for tall buildings," in IABSE Congress Stockholm, 2016 : Challenges in Design and Construction of an Innovative and Sustainable Built Environment, 2016, pp. 2742-2749.
[14]
M. Hallgren et al., "The tubed mega frame - An innovative structural system for tall buildings," in Concrete - Innovation and Design : fib Symposium Proceedings, 2015, pp. 473-474.
[15]
M. Hallgren, "Sustainable design of concrete slabs supported by steel edge and corner columns," in fib Symp.: Concr. Struct. Sustainable Community - Proc., 2012, pp. 121-124.
[16]
M. Hallgren, "Punching Shear on Steel Egde Columns," in Nordic Concrete Research : Research Projects 2011, 2011, pp. 183-186.
[17]
M. Hallgren, "Evaluation of Punching Shear Strength of Slabs with Shear reinforcementAccording to Eurocode 2 (EN 1992-1-1)," in Codes in Structural Engineering : Developments and Needs for International Practice, 2010, pp. 927-934.
[18]
M. Hallgren and U. Nilsson, "Non-Linear Analyses and Optimized Strengthening of Slussen," in Concrete: 21st Centruary Superhero : Building a Susatinable Future, 2009.
[19]
J. Magnusson and M. Hallgren, "Reinforced high strength concrete beams subjected to air blast loading," in STRUCTURES UNDER SHOCK AND IMPACT VIII, 2004, pp. 53-62.

Icke refereegranskade

Artiklar

[20]
M. Hallgren, "Genomstansning av betongbjälklag på slanka kantpelare av stål," Bygg och Teknik, no. 7/18, pp. 50-53, 2018.
[22]
M. Hallgren and U. Nilsson, "Slussen : Analys och förstärkning i väntan på beslut," Väg och Vattenbyggaren, no. 3, pp. 8-12, 2007.

Konferensbidrag

[23]
M. Hallgren, "Analyses of minimum reinforcement for crack control," in Nordic Concrete Research, 2014, pp. 339-342.
[24]
M. Hallgren, "On the minimum reinforcement for crack control according to EC2," in Design of Concrete Structures Using Eurocodes, 2012.

Avhandlingar

[25]
M. Hallgren, "Punching Shear Capacity of Reinforced High Strength Concrete Slabs," Doctoral thesis Stockholm : KTH Byggvetenskap, TRITA-BKN, Bulletin 23, 1996.
[26]
M. Hallgren, "Flexural and Shear Capacity of Reinforced High Strength Concrete Beams without Stirrups," Licentiate thesis Stockholm : KTH Royal Institute of Technology, Trita-BKN. Bulletin, 1994:9, 1994.

Rapporter

[28]
A. Ansell et al., "Concrete Structures," Stockholm : KTH Royal Institute of Technology, TRITA-BKN Report, 143, 2012.
[29]
J. Magnusson and M. Hallgren, "High performance concrete beams subjected to shock waves from air blast, part 2," Tumba : Totalförsvarets forskningsinstitut, FOI rapport, FOI-R--1116--SE, 2003.
[30]
J. Magnusson and M. Hallgren, "High Performance Concrete Beams Subjekted to Shock Waves from Air Blast," Tumba : Försvarets Forskningsanstalt, FOA rapport, FOA-R--01586-311--SE, 2000.
[31]
M. Hallgren and P. Balazs, "Armerade balkar av höghållfast betong belastade med luftstötvåg," Tumba : Försvarets Forskningsanstalt, Foa rapport, FOA-R--99-00983-311--SE, 1999.
[32]
P. Balazs and M. Hallgren, "Brotmekanisk provning av Ballistocrete-, Densit-, och Finpartikelbetongbalkar med impulslast och statisk last," Tumba : Försvarets Forskningsanstalt, FOA rapport, FOA-R--97-00640-311--SE, 1997.
[33]
P. Balazs and M. Hallgren, "Balkar av höghållfast betong belastade med impulslast : Brottmekanisk provning av RILEM-balkar," Stockholm : Försvarets Forskningsanstalt, FOA rapport, FOA-R--96-00252-6.0-SE, 1996.
Senaste synkning med DiVA:
2021-10-28 00:26:50