Bridge deck concrete overlays -monitoring of cracking and general performance of two bridges

被引:0
|
作者
Persson, Martin [1 ,2 ]
Ohlsson, Ulf [1 ]
Emborg, Mats [1 ,3 ]
机构
[1] Lulea Univ Technol, Div Struct & Construct Engn, S-97187 Lulea, Sweden
[2] Ramboll Sverige AB, SE-10462 Stockholm, Sweden
[3] Betongindustri AB, S-10074 Stockholm, Sweden
来源
NORDIC CONCRETE RESEARCH | 2014年 / 49卷 / 01期
关键词
Concrete; Bridge deck overlay; Cracking; Modelling; Nondestructive testing;
D O I
暂无
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Concrete overlays on bridge decks are expected to be more durable compared with the more common asphalt solution. Of interest is to evaluate the concrete overlay regarding traffic and shrinkage/temperature induced stresses. In a pilot study nondestructive test systems were evaluated in field observations with focus on detecting hidden defects that may have induced identified surface cracks. Studies using NonDestructive Test methods (NDT) and drill core analyses were performed as well as visual inspection. The methods were to some extent considered as time consuming obtaining data and unclear regarding analysis. However, interesting information regarding e.g. cracking has been achieved that will be a base for selection of methods in future field tests of a research project supporting future theoretical analyses and models.
引用
收藏
页码:163 / 180
页数:18
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