DEFINITION AND APPLICATION OF A COHESIVE CRACK MODEL ALLOWING IMPROVED PREDICTION OF THE FLEXURAL CAPACITY OF HIGH-PERFORMANCE FIBRE-REINFORCED CONCRETE PAVEMENT MATERIALS

In conventional concrete pavement design methods the design parameters are determined using linear elastic analysis.Concrete is subject to significant size effect and as a result linear elastic design concepts, such as the modulus of rupture determined for a beam, have limited reliability in the design of elements of different size and geometry.The

For social educators every day it becomes more and more necessary to confront potential problems that inappropriate use of ICT could generate in the development of children in our Stemless Glasses immediate environment.Thus it becomes necessary to identify the risk factors and generate a response as a protective factor.It is not unreasonable to thi