activity
20082025
most citedCDPM2: A damage-plasticity approach to modelling the failure of concrete

320 citations · 529 across the 21 of their papers we have counts for

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Showing 2009Show all

5 papers · 1 filter

cond-mat.mtrl-sci2009

Meso-scale approach to modeling concrete subjected to thermo-mechanical loading

Peter Grassl, Chris J. Pearce

Concrete subjected to combined compressive stresses and temperature loading exhibits compressive strains, which are considerably greater than for concrete subjected to compressive…

cond-mat.mtrl-sci2009★ 1 cited

Influence of aggregate size and fraction on shrinkage induced micro-cracking of mortar and concrete

Peter Grassl, Hong S. Wong, Nick R. Buenfeld

In this paper, the influence of aggregate size and volume fraction on shrinkage induced micro-cracking and permeability of concrete and mortar was investigated. Nonlinear finite el…

cond-mat.mtrl-sci2009★ 1 cited

Analysis of the microbond test using nonlinear fracture mechanics

Jan Novak, Chris J. Pearce, Peter Grassl +2

Microbond tests composed of single fibre and matrix droplet are often used to determine the properties of fibre reinforced composites. Interfacial shear strength is quantified by t…

cond-mat.mtrl-sci2009

Meso-scale approach to modelling the fracture process zone of concrete subjected to uniaxial tension

Peter Grassl, Milan Jirasek

A meso-scale analysis is performed to determine the fracture process zone of concrete subjected to uniaxial tension. The meso-structure of concrete is idealised as stiff aggregates…

cond-mat.mtrl-sci2009

On a damage-plasticity approach to model concrete failure

Peter Grassl

A damage-plasticity constitutive model for the description of fracture in plain concrete is presented. Two approaches, the local model comprising the adjustment of the softening mo…