Abstract
| Original language | English |
|---|---|
| Title of host publication | Proceedings of SynerCrete’18 International Conference on Interdisciplinary Approaches for Cement-based Materials and Structural Concrete |
| Publisher | RILEM Publications S.a.r.l. |
| Pages | 633 - 638 |
| Volume | 2 |
| ISBN (Electronic) | 10.5281/zenodo.1405563 |
| ISBN (Print) | 978-2-35158-212-1 |
| DOIs | |
| Publication status | Published - 2018 |
| Event | International Conference on Interdisciplinary Approaches for Cement-based Materials and Structural Concrete: Synergizing Expertise and Bridging Scales of Space and Time - Funchal, Portugal Duration: 24 Oct 2018 → 26 Oct 2018 http://www.synercrete.com |
Conference
| Conference | International Conference on Interdisciplinary Approaches for Cement-based Materials and Structural Concrete |
|---|---|
| Abbreviated title | SynerCrete’18 |
| Country | Portugal |
| City | Funchal |
| Period | 24/10/18 → 26/10/18 |
| Internet address |
Fingerprint
Fields of Expertise
- Sustainable Systems
Treatment code (Nähere Zuordnung)
- Basic - Fundamental (Grundlagenforschung)
Cite this
Thermomechanical modelling for the establishment of a new building method for basements of conventional housings. / Schlicke, Dirk; Hochgatterer, Thomas ; Zabern, Martin; Glebe, Alexander; Reinisch, Alexander .
Proceedings of SynerCrete’18 International Conference on Interdisciplinary Approaches for Cement-based Materials and Structural Concrete. Vol. 2 RILEM Publications S.a.r.l., 2018. p. 633 - 638.Research output: Chapter in Book/Report/Conference proceeding › Conference contribution › Research › peer-review
for Cement-based Materials and Structural Concrete, Funchal, Portugal, 24/10/18. https://doi.org/10.5281/zenodo.1405563
}
TY - GEN
T1 - Thermomechanical modelling for the establishment of a new building method for basements of conventional housings
AU - Schlicke, Dirk
AU - Hochgatterer, Thomas
AU - Zabern, Martin
AU - Glebe, Alexander
AU - Reinisch, Alexander
PY - 2018
Y1 - 2018
N2 - The stress distribution in bottom-restrained walls is a desired information for an efficient design of wall-like concrete members which are eccentrically restrained at the bottom. Practical examples are retaining walls or bridge abutment walls where the results were used in order to assess the risk and intensity of harmful separating cracks over the wall height. The stress distributions of common design tasks are usually estimated with graphical solutions in form of diagrams or determined on basis of analytical solutions. In general, all these solutions provide straightforward results, whereby effort and complexity is usually limited by generally approved simplifications within these solutions. This contribution provides detailed background on the effect of common simplifications, namely (i) assuming complete restraint at the wall bottom, or respectively, (ii) separate determination of axial and bending restraint in order to consider partial restraining conditions, and (iii) neglect of Poisson’s effect. The significance of these simplifications is outlined by comparative studies with an Illustrative shell model. Overall, recommendations for the consideration of the outlined effects in practical design were given on basis of these results.
AB - The stress distribution in bottom-restrained walls is a desired information for an efficient design of wall-like concrete members which are eccentrically restrained at the bottom. Practical examples are retaining walls or bridge abutment walls where the results were used in order to assess the risk and intensity of harmful separating cracks over the wall height. The stress distributions of common design tasks are usually estimated with graphical solutions in form of diagrams or determined on basis of analytical solutions. In general, all these solutions provide straightforward results, whereby effort and complexity is usually limited by generally approved simplifications within these solutions. This contribution provides detailed background on the effect of common simplifications, namely (i) assuming complete restraint at the wall bottom, or respectively, (ii) separate determination of axial and bending restraint in order to consider partial restraining conditions, and (iii) neglect of Poisson’s effect. The significance of these simplifications is outlined by comparative studies with an Illustrative shell model. Overall, recommendations for the consideration of the outlined effects in practical design were given on basis of these results.
U2 - 10.5281/zenodo.1405563
DO - 10.5281/zenodo.1405563
M3 - Conference contribution
SN - 978-2-35158-212-1
VL - 2
SP - 633
EP - 638
BT - Proceedings of SynerCrete’18 International Conference on Interdisciplinary Approaches for Cement-based Materials and Structural Concrete
PB - RILEM Publications S.a.r.l.
ER -