Serviceability limit state design of large concrete structures: Impact on reinforcement amounts and consequences of design code ambiguity

Author:

Basteskår Mikael,Engen Morten,Kanstad Terje,Johansen Håvard,Fosså Kjell Tore

Funder

Norwegian Research Council

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference13 articles.

1. A review of literature and code requirements for the crack width limitations for design of concrete structures in serviceability limit states;Basteskår;Struct Concr,2019

2. Cracking: what are crack width limits for?;Beeby;Concrete,1978

3. Boschmann Käthler AC, Angst UM, Wagner M, Larsen CK, Elsener B. Effect of cracks on chloride-induced corrosion of steel in concrete – a review, Etatsprogrammet Varige konstruskjoner 2012–2015, NPRA reports, No. 454, September; 2017.

4. Experimental and theoretical investigation of crack width calculation methods for RC ties;Tan;Struct Concr,2018

5. A numerical investigation of the cracking behaviour of reinforced-concrete tie elements;Tan;Mag Concr Res,2018

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