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...

Full description

Saved in:
Bibliographic Details
Main Author: Kvitsel, Vladislav (auth)
Format: Electronic Book Chapter
Published: KIT Scientific Publishing 2017
Series:Karlsruher Reihe Massivbau, Baustofftechnologie, Materialprüfung / Institut für Massivbau und Baustofftechnologie ; Materialprüfungs- und Forschungsanstalt Karlsruhe
Subjects:
Online Access:DOAB: download the publication
DOAB: description of the publication
Tags: Add Tag
No Tags, Be the first to tag this record!

MARC

LEADER 00000naaaa2200000uu 4500
001 doab_20_500_12854_62982
005 20210212
003 oapen
006 m o d
007 cr|mn|---annan
008 20210212s2017 xx |||||o ||| 0|deu d
020 |a KSP/1000054333 
020 |a 9783731505211 
040 |a oapen  |c oapen 
024 7 |a 10.5445/KSP/1000054333  |c doi 
041 0 |a deu 
042 |a dc 
072 7 |a TBX  |2 bicssc 
100 1 |a Kvitsel, Vladislav  |4 auth 
245 1 0 |a Zur Vorhersage des Schwindens und Kriechens von normal- und hochfestem Konstruktionsleichtbeton mit Blähtongesteinskörnung 
260 |b KIT Scientific Publishing  |c 2017 
300 |a 1 electronic resource (Getr. Zählung p.) 
336 |a text  |b txt  |2 rdacontent 
337 |a computer  |b c  |2 rdamedia 
338 |a online resource  |b cr  |2 rdacarrier 
490 1 |a Karlsruher Reihe Massivbau, Baustofftechnologie, Materialprüfung / Institut für Massivbau und Baustofftechnologie ; Materialprüfungs- und Forschungsanstalt Karlsruhe 
506 0 |a Open Access  |2 star  |f Unrestricted online access 
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. 
540 |a Creative Commons  |f https://creativecommons.org/licenses/by-sa/4.0/  |2 cc  |4 https://creativecommons.org/licenses/by-sa/4.0/ 
546 |a German 
650 7 |a History of engineering & technology  |2 bicssc 
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 
856 4 0 |a www.oapen.org  |u https://www.ksp.kit.edu/9783731505211  |7 0  |z DOAB: download the publication 
856 4 0 |a www.oapen.org  |u https://directory.doabooks.org/handle/20.500.12854/62982  |7 0  |z DOAB: description of the publication