Details
| Translated title of the contribution | Large bar diameters and high reinforcement ratios - Part 3 |
|---|---|
| Original language | German |
| Pages (from-to) | 789-798 |
| Number of pages | 10 |
| Journal | Beton- und Stahlbetonbau |
| Volume | 113 |
| Issue number | 11 |
| Publication status | Published - 2 Nov 2018 |
| Externally published | Yes |
Abstract
Large bar diameters and high reinforcement ratios – Part 3: Columns. The use of large bar diameters and high reinforcement ratios can lead to columns with minimized cross-sections. These columns provide great technical and economic potential, e.g. in the construction of high-rise buildings, as the installation of technical building equipment can be simplified and the rentable effective area can be maximized. However, the use of such columns is limited due to a lack of experimental evidence and by existing standard regulations. In order to investigate the practical aspects of constructing, the load-bearing capacity and the robustness of such highly reinforced columns, experimental and numerical investigations on normal strength reinforced concrete columns with large bar diameters and high reinforcement ratios were conducted at the iBMB, Division of Concrete Construction of the TU Braunschweig. The present paper describes the tests and presents the experimental and numerical results.
ASJC Scopus subject areas
- Engineering(all)
- Building and Construction
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In: Beton- und Stahlbetonbau, Vol. 113, No. 11, 02.11.2018, p. 789-798.
Research output: Contribution to journal › Article › Research › peer review
}
TY - JOUR
T1 - Große Stabdurchmesser und hohe Bewehrungsgrade
T2 - Teil 3: Druckglieder
AU - Oettel, Vincent
N1 - Funding information: Ein besonderer Dank gilt dem Bundesministerium für Wirtschaft und Energie (BMWi), welches das den hier vorgestellten Ergebnissen zugrunde liegende Forschungsvorhaben 18821 N aufgrund eines Beschlusses des Deutschen Bundestags gefördert hat. Weiterhin sei der Arbeitsgemeinschaft industrieller Forschungsvereinigungen (AiF) für die Förderung sowie der Forschungsvereinigung Gemeinschaftsausschuss Kaltformgebung e. V. (GAK) und den Mitgliedern des projektbegleitenden Ausschusses für die intensive Begleitung gedankt. Die Autoren bedanken sich zudem bei der Badischen Stahlwerke GmbH für die großzügige Unterstützung mit Versuchsmaterial und bei Herrn Dipl.-Ing. Florian Wolfgang Held für die intensiven Arbeiten innerhalb des Forschungsvorhabens.
PY - 2018/11/2
Y1 - 2018/11/2
N2 - Large bar diameters and high reinforcement ratios – Part 3: Columns. The use of large bar diameters and high reinforcement ratios can lead to columns with minimized cross-sections. These columns provide great technical and economic potential, e.g. in the construction of high-rise buildings, as the installation of technical building equipment can be simplified and the rentable effective area can be maximized. However, the use of such columns is limited due to a lack of experimental evidence and by existing standard regulations. In order to investigate the practical aspects of constructing, the load-bearing capacity and the robustness of such highly reinforced columns, experimental and numerical investigations on normal strength reinforced concrete columns with large bar diameters and high reinforcement ratios were conducted at the iBMB, Division of Concrete Construction of the TU Braunschweig. The present paper describes the tests and presents the experimental and numerical results.
AB - Large bar diameters and high reinforcement ratios – Part 3: Columns. The use of large bar diameters and high reinforcement ratios can lead to columns with minimized cross-sections. These columns provide great technical and economic potential, e.g. in the construction of high-rise buildings, as the installation of technical building equipment can be simplified and the rentable effective area can be maximized. However, the use of such columns is limited due to a lack of experimental evidence and by existing standard regulations. In order to investigate the practical aspects of constructing, the load-bearing capacity and the robustness of such highly reinforced columns, experimental and numerical investigations on normal strength reinforced concrete columns with large bar diameters and high reinforcement ratios were conducted at the iBMB, Division of Concrete Construction of the TU Braunschweig. The present paper describes the tests and presents the experimental and numerical results.
KW - DIN EN 1992-1-1
KW - DIN EN 1992-1-1/NA
KW - bundled bars
KW - columns
KW - compression members
KW - constructing
KW - high reinforcement ratios
KW - large bar diameters
KW - load-bearing capacity
KW - load-deformation-behaviour
KW - robustness
UR - http://www.scopus.com/inward/record.url?scp=85054173044&partnerID=8YFLogxK
U2 - 10.1002/best.201800061
DO - 10.1002/best.201800061
M3 - Artikel
VL - 113
SP - 789
EP - 798
JO - Beton- und Stahlbetonbau
JF - Beton- und Stahlbetonbau
SN - 0005-9900
IS - 11
ER -