Workshop proceeding no. 12: Crack width calculation methods for large concrete structures

Oslo, Norway, August 29.-30, 2017. 104 pages.

Contents:

List of Participants:
Keynote lectures:

01. The CEOS.fr research project – Behaviour and assessment of massive structures:cracking and shrinkage
Philippe Bisch

02. Proposal of new crack width formulas in the Eurocode 2, background, experiments, etc.
Alejandro Pérez Caldentey

03. Crack Widths in Structural Concrete Subjected to In-Plane Loading
Walter Kaufmann

04. Deformation-based crack width control in large restrained concrete members
Dirk Schlicke

05. An improvement to Eurocode 2 and fib Model Code 2010 methods for calculating crack width in RC structures: mathematical model and simplified method
Maurizio Taliano

Seminar lectures:
01. Evaluation of crack width calculation methods used in design of offshore concrete structures
Dan-Evert Brekke

02. Uncertainties of Crack Width Models for Macro and Meso Levels of RC Structural Elements
Vladimir Cervenka

03. The modelling uncertainty of non-linear finite element analyses of concrete structures
Morten Engen

04. Influence of cracking on reinforcement corrosion
Karla Hornbostel

05. Control of cracking due to restrained deformations imposed at early ages or later
(Related to a new Annex proposed for Eurocode 2)
Terje Kanstad

06. Consequences of cracking related to tightness
Anja B. E. Klausen

07. Crack Width Verification of Large Disturbed Regions in Practice
Kenneth C. Kleissl

08. Finite element analysis with the Cracked Membrane Model
Mário Pimentel

09. Crack width verification challenges for large RC structurers in practice
Uffe Graaskov Ravn

10. Evaluation of crack width calculation methods according to Eurocode 2 and fib Model Code 2010 and suggestions to improvements
Reignard Tan

11. Crack predictions using random fields
Ab van den Bos

12. Strain level and cracking of the lightweight aggregate concrete beams
Jelena Zivkovic