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<doi>/ISEC.res.2017.170</doi>
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<article-title>DAMAGE MODELING AND ASSESSMENT FOR<br/>
BRITTLE MATERIALS</article-title>
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<author>SIAMAK YAZDANI<sup>1</sup>, AMIN SALEHI<sup>2</sup>, ASHKAN SABOORI<sup>3</sup>, BABAK JAHANI<sup>4</sup>,<br/>
and SVENN BORGERSEN<sup>5</sup></author>

<aff><sup>1</sup>
Heyer Engineering, Fargo, USA<br/>
<sup>2</sup>
Dept of Mechanical and Industrial Engineering, UCI, Chicago, USA<br/>
<sup>3</sup>
Dept of Civil and Environmental Engineering, UC Davis, USA<br/>
<sup>4</sup>
Dept of Mechanical Engineering, NDSU, Fargo, USA<br/>
<sup>5</sup>SEB Corp., Eagan, USA</aff>


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<abstract>
<title>ABSTRACT</title>
<p>Observed nonlinearities in frictional and brittle solids such as concrete, rocks,
ceramics, and some composites arise mainly due to the nucleation and propagation of
microvoids and microcracks. Microcrack formation, propagation, and coalescence
damage the material and renders it more compliant. Microdefects and cracks are also
usually irreversible and cause strong anisotropy in the response to loads. This paper
presents a damage mechanics model to capture material anisotropy and damage under
multiaxial stress states for proportional and fatigue type loadings. The theory is cast
within the generally accepted principles of thermodynamics with internal variables
where the dissipation inequality is invoked to develop loading surfaces. Flow rules for
the onset of inelastic deformations is provided and specific damage laws are proposed.
The model extension to the cyclic and fatigue type loading is presented and numerical
results are provided with comparison to the available experimental data.</p>
<p><italic>Keywords: </italic>Inelasticity, Concrete, Anisotropy, Thermodynamics, Flow rule.</p>
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