A multiscale model for reinforced concrete with macroscopic variation of reinforcement slip
- Location
-
Deutsche Nationalbibliothek Frankfurt am Main
- ISSN
-
1432-0924
- Extent
-
Online-Ressource
- Language
-
Englisch
- Notes
-
online resource.
- Bibliographic citation
-
A multiscale model for reinforced concrete with macroscopic variation of reinforcement slip ; day:12 ; month:6 ; year:2018 ; pages:1-20
Computational mechanics ; (12.6.2018), 1-20
- Classification
-
Ingenieurwissenschaften und Maschinenbau
- Creator
-
Sciegaj, Adam
- Contributor
-
Larsson, Fredrik
Lundgren, Karin
Nilenius, Filip
Runesson, Kenneth
SpringerLink (Online service)
- DOI
-
10.1007/s00466-018-1588-3
- URN
-
urn:nbn:de:101:1-2018082108474291284760
- Rights
-
Der Zugriff auf das Objekt ist unbeschränkt möglich.
- Last update
-
15.08.2025, 7:34 AM CEST
Data provider
This object is provided by:
Deutsche Nationalbibliothek. If you have any questions about the object, please contact the data provider.
Deutsche Nationalbibliothek. If you have any questions about the object, please contact the data provider.
Associated
- Sciegaj, Adam
- Larsson, Fredrik
- Lundgren, Karin
- Nilenius, Filip
- Runesson, Kenneth
- SpringerLink (Online service)
Other Objects (12)
Local bond–slip model for plain surface reinforcement
Micro- and macroscopic interaction behaviour of geogrid-reinforced soils
Connecting the Multiscale Structure with Macroscopic Response of Relaxor Ferroelectrics
Reinforced logistics: Automated tour planning with reinforcement learning
Homogenisation for macroscopic shell structures with application to textile‐reinforced mesostructures
Homogenisation for macroscopic shell structures with application to textile‐reinforced mesostructures
Macroscopic simulation model for laser cutting of carbon fibre reinforced plastics
Scale‐dependent maximum reinforcement percentage in reinforced concrete beams
Seismic response of reinforced concrete structures affected by reinforcement corrosion
Seismic Response of Reinforced Concrete Structures Affected by Reinforcement Corrosion
Shear Capacity of Textile-Reinforced Concrete Slabs without Shear Reinforcement
Analysis of reinforced retaining wall failure based on reinforcement length
Local bond–slip model for plain surface reinforcement
Micro- and macroscopic interaction behaviour of geogrid-reinforced soils
Connecting the Multiscale Structure with Macroscopic Response of Relaxor Ferroelectrics
Reinforced logistics: Automated tour planning with reinforcement learning
Homogenisation for macroscopic shell structures with application to textile‐reinforced mesostructures
Homogenisation for macroscopic shell structures with application to textile‐reinforced mesostructures
Macroscopic simulation model for laser cutting of carbon fibre reinforced plastics
Scale‐dependent maximum reinforcement percentage in reinforced concrete beams
Seismic response of reinforced concrete structures affected by reinforcement corrosion
Seismic Response of Reinforced Concrete Structures Affected by Reinforcement Corrosion
Shear Capacity of Textile-Reinforced Concrete Slabs without Shear Reinforcement
Analysis of reinforced retaining wall failure based on reinforcement length
Local bond–slip model for plain surface reinforcement
Micro- and macroscopic interaction behaviour of geogrid-reinforced soils
Connecting the Multiscale Structure with Macroscopic Response of Relaxor Ferroelectrics
Reinforced logistics: Automated tour planning with reinforcement learning
Homogenisation for macroscopic shell structures with application to textile‐reinforced mesostructures
Homogenisation for macroscopic shell structures with application to textile‐reinforced mesostructures
Macroscopic simulation model for laser cutting of carbon fibre reinforced plastics
Scale‐dependent maximum reinforcement percentage in reinforced concrete beams
Seismic response of reinforced concrete structures affected by reinforcement corrosion
Seismic Response of Reinforced Concrete Structures Affected by Reinforcement Corrosion
Shear Capacity of Textile-Reinforced Concrete Slabs without Shear Reinforcement