Experimental and theoretical investigation of crack width calculation methods for RC ties

This paper theoretically and experimentally investigates the semi‐empirical formulas recommended by Eurocode 2 (EC2), fib Model Code 2010 (MC2010), and Eurocode 2 with the German National Annex (DIN) for calculating crack widths in reinforced concrete. It is shown that the formulas can be derived fr...

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Veröffentlicht in:	Structural concrete : journal of the FIB 2018-10, Vol.19 (5), p.1436-1447
Hauptverfasser:	Tan, Reignard, Eileraas, Kristoffer, Opkvitne, Ola, Žirgulis, Giedrius, Hendriks, Max A. N., Geiker, Mette, Brekke, Dan‐Evert, Kanstad, Terje
Format:	Artikel
Sprache:	eng
Schlagworte:	Building codes calculation methods Concrete Concrete structures cover crack widths Deformation Differential equations Equilibrium experiments Investigations large‐scale concrete structures modeling uncertainty RC ties Reinforced concrete semi‐empirical formulas tension stiffening
Online-Zugang:	Volltext
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