Influences of Shrinkage, Creep, and Temperature on the Load Distributions in Reinforced Concrete Buildings During Construction

Site measurements have shown that slab loads re-distribute, between the slabs during the concrete curing, while the external Ioadings and structural geometry remain the same. Some have assumed that this is caused by concrete shrinkage and creep, but there have been no studies on how these factors ex...

Full description

Saved in:
Bibliographic Details
Published inTsinghua science and technology Vol. 14; no. 6; pp. 756 - 764
Main Author 方东平 席海峰 王晓明 张传敏
Format Journal Article
LanguageEnglish
Published Elsevier Ltd 01.12.2009
School of Civil Engineering, Tsinghua University, Beijing 100084, China%Urban Systems Program, CSIRO Sustainable Ecosystems, Commonwealth Scientific and Industrial Research Organisation (CSIRO), Melbourne, VIC 3190, Australia%Henan Development and Reform Commission, Zhengzhou 450003, China
Subjects
Online AccessGet full text
ISSN1007-0214
1878-7606
1007-0214
DOI10.1016/S1007-0214(09)70146-4

Cover

More Information
Summary:Site measurements have shown that slab loads re-distribute, between the slabs during the concrete curing, while the external Ioadings and structural geometry remain the same. Some have assumed that this is caused by concrete shrinkage and creep, but there have been no studies on how these factors exactly influence the load distributions and to what degree these influences exist. This paper analyzes the influences of concrete shrinkage, creep, and temperature on the load re-distributions among slabs. Although these factors may all lead to load re-distribution, the results show that the influence of concrete shrinkage can be neglected. Simulations indicate that shrinkage only reduces slab loads by a maximum of 1.1%. Creep, however, may reduce the maximum slab load by from 3% to 16% for common construction schemes. More importantly, temperature variations between day and night can cause load fluctuation as large as 31.6%. This analysis can, therefore, assist site engineers to more accurately estimate slab loads for construction planning.
Bibliography:11-3745/N
reinforced concrete buildings
TU37
U448.27
creep and temperature
construction
reinforced concrete buildings; construction; load re-distribution; structural characteristic parameter; slab-shore interaction; shrinkage; creep and temperature
structural characteristic parameter
shrinkage
load re-distribution
slab-shore interaction
ObjectType-Article-2
SourceType-Scholarly Journals-1
ObjectType-Feature-1
content type line 23
ISSN:1007-0214
1878-7606
1007-0214
DOI:10.1016/S1007-0214(09)70146-4