Rheological Model to Describe the Cyclic Load-Bearing Behaviour of Strain-Hardening Cement-Based Composites (SHCC)

被引:1
|
作者
Junger, Dominik [1 ]
Mueller, Steffen [1 ]
Mechtcherine, Viktor [1 ]
机构
[1] Tech Univ Dresden, Inst Construct Mat, D-01187 Dresden, Germany
关键词
SHCC; strain-hardening; cyclic loading; damage mechanisms; rheological modelling; TENSILE BEHAVIOR; FATIGUE BEHAVIOR; PULL-OUT; FIBER; STRENGTH; SIMULATION;
D O I
10.3390/ma14216444
中图分类号
O64 [物理化学(理论化学)、化学物理学];
学科分类号
070304 ; 081704 ;
摘要
The mechanical behaviour of strain-hardening cement-based composites (SHCC) under monotonic tensile loading has been the subject of research for many years. The recent research on the SHCC's performance under cyclic loading has enabled the identification of a wide variety of damage phenomena different to those observed under monotonic loading. The article at hand first summarises the experimental evidence of such phenomena in the context of the material performance observed. On this basis, the mechanisms behind these phenomena are discussed and explained using rheological modelling.
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页数:19
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