A gradient-damage theory for fracture of quasi-brittle materials

被引:39
|
作者
Narayan, Sooraj [1 ]
Anand, Lallit [1 ]
机构
[1] MIT, Dept Mech Engn, Cambridge, MA 02139 USA
关键词
Gradient-damage theory; Phase-field fracture; Finite-elements; Concrete; MIXED-MODE FRACTURE; PHASE-FIELD MODELS; CRACK-PROPAGATION; ENHANCED DAMAGE; CONCRETE; ENERGY; PLASTICITY; CONSISTENT;
D O I
10.1016/j.jmps.2019.05.001
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
We present a gradient-damage theory for fracture of "quasi-brittle" materials under tensile dominated stress states. We develop our theory using the method of virtual-power. The macro- and microforce balances, obtained from the virtual power approach, together with a standard free-energy imbalance equation under isothermal conditions, when supplemented with a set of thermodynamically-consistent constitutive equations provide the governing equations for our theory. We have specialized our general theory to formulate a model for fracture of concrete - a quasi-brittle material of vast importance. We have numerically implemented our theory in a finite element program, and we present results from representative numerical calculations which show the ability of our simulation capability to reproduce the macroscopic load-deflection characteristics as well as crack-paths during failure of concrete in several technically relevant geometries reported in the literature. (C) 2019 Elsevier Ltd. All rights reserved.
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页码:119 / 146
页数:28
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