Details
| Originalsprache | Englisch |
|---|---|
| Titel des Sammelwerks | fib Symposium TEL-AVIV 2013 |
| Untertitel | Engineering a Concrete Future: Technology, Modeling and Construction, Proceedings |
| Herausgeber/-innen | Avraham N. Dancygier |
| Seiten | 213-216 |
| Seitenumfang | 4 |
| ISBN (elektronisch) | 9789659203901 |
| Publikationsstatus | Veröffentlicht - 2013 |
| Veranstaltung | fib Symposium TEL-AVIV 2013 - Tel-Aviv, Israel Dauer: 22 Apr. 2013 → 24 Apr. 2013 |
Publikationsreihe
| Name | fib Symposium TEL-AVIV 2013: Engineering a Concrete Future: Technology, Modeling and Construction, Proceedings |
|---|
Abstract
Degradation models for concrete used in life-cycle engineering have shown a significant dependence on specific material properties, and therefore model input parameters. Generally, these model parameters are derived from scientific literature based on standard laboratory tests. However, the best altemative to get realistic results is to use rarely available in situ data from construction sites. The aim of this study is to demonstrate the impact of construction site conditions on the material properties of concrete and its related effects on the durability of structures. For this purpose, standard laboratory tests dealing with chloride migration were performed, in which the preparation and curing of test specimens were modified in order to simulate the in situ construction site conditions. The study included concretes with different w/c-ratios under simulated winter and summer conditions. The results of the study show a significant negative effect on the durability properties as a consequence of the simulated construction site conditions. Based on these findings, the impact of on-site conditions on the service life is investigated by means of probability-based durability analysis.
ASJC Scopus Sachgebiete
- Ingenieurwesen (insg.)
- Tief- und Ingenieurbau
- Ingenieurwesen (insg.)
- Bauwesen
- Ingenieurwesen (insg.)
- Architektur
Zitieren
- Standard
- Harvard
- Apa
- Vancouver
- BibTex
- RIS
fib Symposium TEL-AVIV 2013: Engineering a Concrete Future: Technology, Modeling and Construction, Proceedings. Hrsg. / Avraham N. Dancygier. 2013. S. 213-216 (fib Symposium TEL-AVIV 2013: Engineering a Concrete Future: Technology, Modeling and Construction, Proceedings).
Publikation: Beitrag in Buch/Bericht/Sammelwerk/Konferenzband › Aufsatz in Konferenzband › Forschung › Peer-Review
}
TY - GEN
T1 - Influence of construction site conditions on the properties of hardened concrete
AU - Gerlach, Jesko
AU - Werner, Michael
AU - Lohaus, Ludger
AU - Steinbom, Thomas
PY - 2013
Y1 - 2013
N2 - Degradation models for concrete used in life-cycle engineering have shown a significant dependence on specific material properties, and therefore model input parameters. Generally, these model parameters are derived from scientific literature based on standard laboratory tests. However, the best altemative to get realistic results is to use rarely available in situ data from construction sites. The aim of this study is to demonstrate the impact of construction site conditions on the material properties of concrete and its related effects on the durability of structures. For this purpose, standard laboratory tests dealing with chloride migration were performed, in which the preparation and curing of test specimens were modified in order to simulate the in situ construction site conditions. The study included concretes with different w/c-ratios under simulated winter and summer conditions. The results of the study show a significant negative effect on the durability properties as a consequence of the simulated construction site conditions. Based on these findings, the impact of on-site conditions on the service life is investigated by means of probability-based durability analysis.
AB - Degradation models for concrete used in life-cycle engineering have shown a significant dependence on specific material properties, and therefore model input parameters. Generally, these model parameters are derived from scientific literature based on standard laboratory tests. However, the best altemative to get realistic results is to use rarely available in situ data from construction sites. The aim of this study is to demonstrate the impact of construction site conditions on the material properties of concrete and its related effects on the durability of structures. For this purpose, standard laboratory tests dealing with chloride migration were performed, in which the preparation and curing of test specimens were modified in order to simulate the in situ construction site conditions. The study included concretes with different w/c-ratios under simulated winter and summer conditions. The results of the study show a significant negative effect on the durability properties as a consequence of the simulated construction site conditions. Based on these findings, the impact of on-site conditions on the service life is investigated by means of probability-based durability analysis.
KW - Chloride migration
KW - Construction site conditions
KW - Durability
KW - Life-cycle engineering
KW - Service life design
UR - http://www.scopus.com/inward/record.url?scp=85015621559&partnerID=8YFLogxK
M3 - Conference contribution
AN - SCOPUS:85015621559
T3 - fib Symposium TEL-AVIV 2013: Engineering a Concrete Future: Technology, Modeling and Construction, Proceedings
SP - 213
EP - 216
BT - fib Symposium TEL-AVIV 2013
A2 - Dancygier, Avraham N.
T2 - fib Symposium TEL-AVIV 2013
Y2 - 22 April 2013 through 24 April 2013
ER -