Abstract
This paper discusses how cover thickness is selected based on values of diffusion coefficients regarding its durability by obtaining the limit concentration of chlorides at its surface, typical for Portland cement CEM I 42.5R and Portland cement with low alkali content CEM I 42.5N/SR3/NA, and considering the example of a beam bridge structure - the impact of cover on load- bearing capacity as a function of span.
| Original language | English |
|---|---|
| Pages (from-to) | 417-422 |
| Number of pages | 6 |
| Journal | Procedia Engineering |
| Volume | 193 |
| DOIs | |
| Publication status | Published - 2017 |
| Event | International Conference on Analytical Models and New Concepts in Concrete and Masonry Structures, AMCM 2017 - Gliwice, Poland Duration: 5 Jun 2017 → 7 Jun 2017 |
Keywords
- beam bridge structure
- cover
- diffusion coefficients
- durability
- load-bearing capacity
ASJC Scopus subject areas
- General Engineering
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