Details
| Translated title of the contribution | Ermüdungswiderstand von Betontrockenfugen unter Druckbeanspruchung in modularen Konstruktionen |
|---|---|
| Original language | English |
| Pages | 92 |
| Number of pages | 1 |
| Volume | 91 |
| Issue number | 3 |
| Journal | Betonwerk und Fertigteil-Technik/Concrete Plant and Precast Technology |
| Publication status | Published - 2025 |
| Externally published | Yes |
Abstract
In modular structures, prefabricated concrete modules are usually joined via dry joints to form a supporting structure. This constructionmethod enables serial, resource-efficient and quality-assured prefabrication of the modules as well as simple and rapid assembly and disassembly on site. It is particularly suitable for the construction of large-span segmental girders and modular shell structures and is already being used_ for erecting concrete towers for wind turbines and segmental bridges.
ASJC Scopus subject areas
- Engineering(all)
- Building and Construction
- Business, Management and Accounting(all)
- General Business,Management and Accounting
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In: Betonwerk und Fertigteil-Technik/Concrete Plant and Precast Technology, Vol. 91, No. 3, 2025, p. 92.
Research output: Contribution to specialist publication › Contribution in non-scientific journal › Transfer
}
TY - GEN
T1 - Fatigue resistance of dry joints under compressive loading in modular concrete structures
AU - Oettel, Vincent
AU - Schmidt, Boso
AU - Joachim, Linus
PY - 2025
Y1 - 2025
N2 - In modular structures, prefabricated concrete modules are usually joined via dry joints to form a supporting structure. This constructionmethod enables serial, resource-efficient and quality-assured prefabrication of the modules as well as simple and rapid assembly and disassembly on site. It is particularly suitable for the construction of large-span segmental girders and modular shell structures and is already being used_ for erecting concrete towers for wind turbines and segmental bridges.
AB - In modular structures, prefabricated concrete modules are usually joined via dry joints to form a supporting structure. This constructionmethod enables serial, resource-efficient and quality-assured prefabrication of the modules as well as simple and rapid assembly and disassembly on site. It is particularly suitable for the construction of large-span segmental girders and modular shell structures and is already being used_ for erecting concrete towers for wind turbines and segmental bridges.
UR - http://www.scopus.com/inward/record.url?scp=105004468132&partnerID=8YFLogxK
M3 - Contribution in non-scientific journal
AN - SCOPUS:105004468132
VL - 91
SP - 92
JO - Betonwerk und Fertigteil-Technik/Concrete Plant and Precast Technology
JF - Betonwerk und Fertigteil-Technik/Concrete Plant and Precast Technology
SN - 0373-4331
ER -