Shear load testing of hollow core slabs
Research output: Contribution to journal › Conference article › Contributed › peer-review
Contributors
Abstract
As a result of bad quality sealing, moisture and de-icing agents penetrated into pre-stressed hollow core slabs of the top floor in an uncovered parking garage. Caused by corrosion the slabs showed especially heavy damage in the support regions near the joints. The theoretical shear bearing capacity according to the technical approval of these slabs was strongly questionable because of the damage. With the help of an experimental loading test in-situ the influence of the damage on the shear bearing capacity of the slabs with different damage-levels could be determined. Based on the results the amount of slabs that had to be replaced or could be repaired could be determined.
Details
Original language | English |
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Pages (from-to) | 1084-1091 |
Number of pages | 8 |
Journal | Life-Cycle of Civil Engineering |
Publication status | Published - 2017 |
Peer-reviewed | Yes |
Conference
Title | 5th International Symposium on Life-Cycle Engineering, IALCCE 2016 |
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Duration | 16 - 20 October 2016 |
City | Delft |
Country | Netherlands |
External IDs
ORCID | /0000-0001-8735-1345/work/142244579 |
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