Zur Vorhersage des Schwindens und Kriechens von normal- und hochfestem Konstruktionsleichtbeton mit Blähtongesteinskörnung
While the present state of knowledge on the time dependent deformation behaviour of normal and high-strength concrete may be considered as sufficiently determined, the creep and shrinkage of lightweight aggregate (LWA) concrete, particularly of high-strength LWA concrete, can only be specified inade...
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| Superior document: | Karlsruher Reihe Massivbau, Baustofftechnologie, Materialprüfung / Institut für Massivbau und Baustofftechnologie ; Materialprüfungs- und Forschungsanstalt Karlsruhe |
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| Year of Publication: | 2017 |
| Language: | German |
| Series: | Karlsruher Reihe Massivbau, Baustofftechnologie, Materialprüfung / Institut für Massivbau und Baustofftechnologie ; Materialprüfungs- und Forschungsanstalt Karlsruhe
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| Physical Description: | 1 electronic resource (Getr. Zählung p.) |
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| 245 | 1 | 0 | |a Zur Vorhersage des Schwindens und Kriechens von normal- und hochfestem Konstruktionsleichtbeton mit Blähtongesteinskörnung |
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| 520 | |a While the present state of knowledge on the time dependent deformation behaviour of normal and high-strength concrete may be considered as sufficiently determined, the creep and shrinkage of lightweight aggregate (LWA) concrete, particularly of high-strength LWA concrete, can only be specified inadequately. On the basis of the experimental results a prediction model for shrinkage and creep of structural lightweight aggregate concrete was developed. | ||
| 546 | |a German | ||
| 653 | |a LWA concrete | ||
| 653 | |a Schwinden | ||
| 653 | |a Relaxation | ||
| 653 | |a Leichtbeton | ||
| 653 | |a prediction model | ||
| 653 | |a Kriechen | ||
| 653 | |a VorhersagemodellCreep | ||
| 653 | |a shrinkage | ||
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