Crack width calculation methods for large-scale concrete structures for the Ferry-Free E39
| Author(s): |
Reignard Tan
(Norwegian University of Science and Technology, Trondheim, Norway)
Terje Kanstad (Norwegian University of Science and Technology, Trondheim, Norway) Mette R. Geiker (Norwegian University of Science and Technology, Trondheim, Norway) Max A. N. Hendriks 
(Norwegian University of Science and Technology, Trondheim, Norway TU Delft, Delft, the Netherlands)
|
|---|---|
| Medium: | conference paper |
| Language(s): | English |
| Conference: | IABSE Conference: Engineering the Developing World, Kuala Lumpur, Malaysia, 25-27 April 2018 |
| Published in: | IABSE Conference Kuala Lumpur 2018 |
| Page(s): | 358-359 |
| DOI: | 10.2749/kualalumpur.2018.0358 |
| Abstract: |
Motivated by the establishment of a Ferry-Free E39 coastal highway route, crack width calculation methods for design of large-scale concrete structures are discussed. It is argued that the current semi-empirical formulas recommended by Eurocode 2 is inconsistent and overly conservative for cross sections with large bar diameters and covers. A suggestion to formulating a more consistent crack width calculation method is given. |
| Keywords: |
Crack width calculation methods large-scale concrete structures Ferry-Free E39
|
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data sheet - Reference-ID
10562638 - Published on:
14/02/2021 - Last updated on:
21/05/2021
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