Fracture and Structural Integritye-ISSN 1971-8993Open access
SI: Research activities of the Greek Society of Experimental Mechanics of MateriVol. 13, No. 50 (2019)
A simplified damage evolution relationship and deformation character¬istics of a pozzolanic lime mortar when subjected to unloading-reloading cycles in the pre-peak region
Two series of uniaxial and triaxial compression tests including unloading-reloading cycles were performed under different confining pressures, in order to study the stress-strain and the deformation behavior of a pozzolanic lime mortar subjected to cyclic loading. Each test included a cyclic loading sequence using five loops in the pre-peak region. The experimental results showed that the specimens exhibit a strain-softening behavior for uniaxial and low pressure triaxial tests and a strain-hardening behavior for higher triaxial compression tests. The mortar specimens subjected to triaxial compressive cyclic loading at higher confining pressures failed along a single or conjugate shear planes accompanied by considerable lateral expansion. The marked Young’s modulus degradation behavior in the pre-peak region is related to damage that occurs in each specimen.
Kaklis, K., Agioutantis, Z., Mavrigiannakis, S., & Maravelaki-Kalaitzaki, P. (2019). A simplified damage evolution relationship and deformation character¬istics of a pozzolanic lime mortar when subjected to unloading-reloading cycles in the pre-peak region. Fracture and Structural Integrity, 13(50), 395–406. https://doi.org/10.3221/IGF-ESIS.50.33
IEEE
K. Kaklis, Z. Agioutantis, S. Mavrigiannakis, and P. Maravelaki-Kalaitzaki, “A simplified damage evolution relationship and deformation character¬istics of a pozzolanic lime mortar when subjected to unloading-reloading cycles in the pre-peak region,” Fracture and Structural Integrity, vol. 13, no. 50, pp. 395–406, 2019, doi: 10.3221/IGF-ESIS.50.33.
MLA
Kaklis, Kostas, et al. “A simplified damage evolution relationship and deformation character¬istics of a pozzolanic lime mortar when subjected to unloading-reloading cycles in the pre-peak region.” Fracture and Structural Integrity, vol. 13, no. 50, 2019, pp. 395–406. https://doi.org/10.3221/IGF-ESIS.50.33.
Chicago
Kaklis, Kostas, Zach Agioutantis, Stelios Mavrigiannakis, and Pagona Maravelaki-Kalaitzaki. 2019. “A simplified damage evolution relationship and deformation character¬istics of a pozzolanic lime mortar when subjected to unloading-reloading cycles in the pre-peak region.” Fracture and Structural Integrity 13 (50): 395–406. https://doi.org/10.3221/IGF-ESIS.50.33.
Harvard
Kaklis, K., Agioutantis, Z., Mavrigiannakis, S. and Maravelaki-Kalaitzaki, P. (2019) ‘A simplified damage evolution relationship and deformation character¬istics of a pozzolanic lime mortar when subjected to unloading-reloading cycles in the pre-peak region’, Fracture and Structural Integrity, 13(50), pp. 395–406. doi: 10.3221/IGF-ESIS.50.33.
Vancouver
Kaklis K, Agioutantis Z, Mavrigiannakis S, Maravelaki-Kalaitzaki P. A simplified damage evolution relationship and deformation character¬istics of a pozzolanic lime mortar when subjected to unloading-reloading cycles in the pre-peak region. Fracture and Structural Integrity. 2019;13(50):395-406. doi:10.3221/IGF-ESIS.50.33
BibTeX
@article{kaklis2019,
author = {Kaklis, Kostas and Agioutantis, Zach and Mavrigiannakis, Stelios and Maravelaki-Kalaitzaki, Pagona},
title = {A simplified damage evolution relationship and deformation character¬istics of a pozzolanic lime mortar when subjected to unloading-reloading cycles in the pre-peak region},
journal = {Fracture and Structural Integrity},
year = {2019},
volume = {13},
number = {50},
pages = {395--406},
doi = {10.3221/IGF-ESIS.50.33},
url = {https://doi.org/10.3221/IGF-ESIS.50.33},
issn = {1971-8993}
}
RIS
TY - JOUR
AU - Kaklis, Kostas
AU - Agioutantis, Zach
AU - Mavrigiannakis, Stelios
AU - Maravelaki-Kalaitzaki, Pagona
TI - A simplified damage evolution relationship and deformation character¬istics of a pozzolanic lime mortar when subjected to unloading-reloading cycles in the pre-peak region
JO - Fracture and Structural Integrity
T2 - Fracture and Structural Integrity
PY - 2019
DA - 2019/09/02
VL - 13
IS - 50
SP - 395
EP - 406
DO - 10.3221/IGF-ESIS.50.33
UR - https://doi.org/10.3221/IGF-ESIS.50.33
SN - 1971-8993
ER -
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