TY - JOUR
T1 - Early-age creep of 3D printable mortar
T2 - Experiments and analytical modelling
AU - Chang, Ze
AU - Liang, Minfei
AU - Xu, Yading
AU - Wan, Zhi
AU - Schlangen, Erik
AU - Šavija, Branko
PY - 2023
Y1 - 2023
N2 - In this study, an experimental setup to characterize the early-age creep of 3D printable mortar was proposed. The testing protocol comprises quasi-static compressive loading-unloading cycles, with 180-s holding periods in between. An analytical model based on a double power law was used to predict creep compliance with hardening time and loading duration as inputs. Subsequently, this analytical model was validated by comparison to uniaxial compression tests in which loading is increased incrementally, i.e., in steps, showing a good quantitative agreement. Minor differences between the two results were noted, most notably at the beginning of the test. This is because the determination of creep compliance for 3D printable mortar at fresh stage depends on the load level. In the end, the volumetric strain of tested samples from uniaxial compressive test is used to explain why the compressive loading affects the creep deformation.
AB - In this study, an experimental setup to characterize the early-age creep of 3D printable mortar was proposed. The testing protocol comprises quasi-static compressive loading-unloading cycles, with 180-s holding periods in between. An analytical model based on a double power law was used to predict creep compliance with hardening time and loading duration as inputs. Subsequently, this analytical model was validated by comparison to uniaxial compression tests in which loading is increased incrementally, i.e., in steps, showing a good quantitative agreement. Minor differences between the two results were noted, most notably at the beginning of the test. This is because the determination of creep compliance for 3D printable mortar at fresh stage depends on the load level. In the end, the volumetric strain of tested samples from uniaxial compressive test is used to explain why the compressive loading affects the creep deformation.
KW - 3D printable mortar
KW - Creep compliance surface
KW - Early-age creep
KW - Loading-unloading cycles
KW - Volumetric strain
UR - http://www.scopus.com/inward/record.url?scp=85149057142&partnerID=8YFLogxK
U2 - 10.1016/j.cemconcomp.2023.104973
DO - 10.1016/j.cemconcomp.2023.104973
M3 - Article
AN - SCOPUS:85149057142
SN - 0958-9465
VL - 138
JO - Cement and Concrete Composites
JF - Cement and Concrete Composites
M1 - 104973
ER -