2019
DOI: 10.1061/(asce)mt.1943-5533.0002638
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Static Behavior of Cob: Experimental Testing and Finite-Element Modeling

Abstract: The aim of this paper is to implement a numerical model to reproduce the non-linear behaviour of cob walls under shear loading. Axial compression, pull-off and diagonal compression tests, were carried out to derive the mechanical parameters. In addition, the stress-strain relationships, the non-linear behaviour and the failure modes were defined. The experimental results were then used to calibrate a finite element model. The material behaviour was simulated through a macro-modelling approach adopting the tota… Show more

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Cited by 14 publications
(4 citation statements)
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References 47 publications
(49 reference statements)
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“…(Jiménez Rios and O'Dwyer, 2020d) presented a study on the simulation of cob's nonlinear monotonic behavior using ANSYS and ABAQUS. The results were validated against the experimental outcomes reported by Miccoli et al (2019) and the pros and cons of different available constitutive models were identified and discussed. The results showed that Concrete and Concrete Damaged Plasticity were the best constitutive material models to reproduce cob's nonlinear monotonic behavior in ANSYS and ABAQUS, respectively.…”
Section: Cobmentioning
confidence: 95%
See 1 more Smart Citation
“…(Jiménez Rios and O'Dwyer, 2020d) presented a study on the simulation of cob's nonlinear monotonic behavior using ANSYS and ABAQUS. The results were validated against the experimental outcomes reported by Miccoli et al (2019) and the pros and cons of different available constitutive models were identified and discussed. The results showed that Concrete and Concrete Damaged Plasticity were the best constitutive material models to reproduce cob's nonlinear monotonic behavior in ANSYS and ABAQUS, respectively.…”
Section: Cobmentioning
confidence: 95%
“…Numerical modeling of cob has been undertaken by Miccoli et al (2019) using a FEM macro-modeling approach in DIANA. They assumed plane stress, homogeneity, and continuity of material.…”
Section: Cobmentioning
confidence: 99%
“…Miccoli et al have utilised a mixture that contained 18% gravel and sand, 61% silt, and 21% clay [22,23,26]. Ben-Alon et al have used 257 kg of clay-rich soil with a 50% clay content for one square metre of cob and a thickness of 457 mm [3].…”
Section: 1mentioning
confidence: 99%
“…In this analysis, this assumption is considered to be valid for cob as well. It is assumed that cob's tensile ultimate strength corresponds to only 13% of its compressive ultimate strength [39]. The Mohr-Coulomb stress safety tool takes direct account of this theory and is often considered to provide conservative results.…”
Section: Linear Elastic Fem Analysismentioning
confidence: 99%