NUMERICAL MODEL FOR DUCTILE FIBER-REINFORCED CEMENT-BASED COMPOSITE
Abstract eng: Strain Hardening Cement-based Composite (SHCC) is a type of High Performance Concrete that was developed to overcome the brittleness of conventional concrete. The primary objective of this contribution is to verify a developed constitutive model (Vorel and Boshoff, 2012) intended to be utilized in simulations of structural components with SHCC under different types of loading conditions
Contributors:
Publisher:
Institute of Thermomechanics AS CR, v.v.i., Praha
Conference Title:
Conference Title:
Engineering Mechanics 2013
Conference Venue:
Svratka (CZ)
Conference Dates:
2013-05-13 / 2013-05-16
Rights:
Text je chráněný podle autorského zákona č. 121/2000 Sb.
Record appears in:
Record created 2014-11-12, last modified 2014-11-18