A platform for research: civil engineering, architecture and urbanism
Strain Energy Density as Failure Criterion for Quasi-Static Uni-axial Tensile Loading
Strain energy density is successfully used as criterion for failure assessment of brittle and quasi-brittle material behavior. This work investigates the possibility to use this method to predict the strength of V-notched specimens made of PMMA under static uniaxial tensile load. Samples are characterized by a variability of notch root radii and notch opening angles. Notched specimens fail with a quasi-brittle behavior, albeit PMMA has a nonlinear stress strain curve at room temperature. The notch root radius has most influence on the strength of the specimen, whereas the angle is less relevant. The value of the strain energy density is computed by means of finite element analysis, the material is considered as linear elastic. Failure prediction, based on the critical value of the strain energy density in a well-defined volume surrounding the notch tip, show very good agreement (error <15%) with experimental data.
Strain Energy Density as Failure Criterion for Quasi-Static Uni-axial Tensile Loading
Strain energy density is successfully used as criterion for failure assessment of brittle and quasi-brittle material behavior. This work investigates the possibility to use this method to predict the strength of V-notched specimens made of PMMA under static uniaxial tensile load. Samples are characterized by a variability of notch root radii and notch opening angles. Notched specimens fail with a quasi-brittle behavior, albeit PMMA has a nonlinear stress strain curve at room temperature. The notch root radius has most influence on the strength of the specimen, whereas the angle is less relevant. The value of the strain energy density is computed by means of finite element analysis, the material is considered as linear elastic. Failure prediction, based on the critical value of the strain energy density in a well-defined volume surrounding the notch tip, show very good agreement (error <15%) with experimental data.
Strain Energy Density as Failure Criterion for Quasi-Static Uni-axial Tensile Loading
Kusch, Andrea (author) / Salamina, Simone (author) / Crivelli, Daniele (author) / Berto, Filippo (author)
2021-06-22
Frattura ed Integrità Strutturale; Vol. 15 No. 57 (2021): July 2021; 331-349 ; Frattura ed Integrità Strutturale; V. 15 N. 57 (2021): July 2021; 331-349 ; 1971-8993
Article (Journal)
Electronic Resource
English
DDC:
690
Limiting Tensile Strain Failure Criterion for Concrete
British Library Conference Proceedings | 1998
|Tensile behavior of SiCp/Al composites subjected to quasi-static and high strain-rate loading
British Library Online Contents | 2004
|On the failure of low carbon steel resistance spot welds in quasi-static tensile-shear loading
British Library Online Contents | 2010
|An implicit gradient type of static failure criterion for mixed-mode loading
British Library Online Contents | 2006
|Bitubular square tubes with different arrangements under quasi-static axial compression loading
British Library Online Contents | 2013
|