Results 271 to 280 of about 4,757,745 (346)
The Tsai-Wu failure criterion rationalised in the context of UD composites
Composites Part A: Applied Science and Manufacturing, 2017 This paper is to rationalise the empirical aspect of the Tsai-Wu failure criterion in the context of UD composites associated with the determination of the interactive strength property F12 based on the analytic geometry. It reveals that the condition of
Shuguang Li, Elena Sitnikova
exaly +2 more sources
Some of the next articles are maybe not open access.
Related searches:
Related searches:
, 2020
It has been well recognized that the performance of a failure criterion to polyaxial strength data depends on both the type of failure criterion and the varying σ2-dependence of the rock. To incorporate the varying influence of the intermediate principal
Linjian Ma +4 more
semanticscholar +1 more source
It has been well recognized that the performance of a failure criterion to polyaxial strength data depends on both the type of failure criterion and the varying σ2-dependence of the rock. To incorporate the varying influence of the intermediate principal
Linjian Ma +4 more
semanticscholar +1 more source
, 2019
A new failure criterion for fiber tows (i.e. yarns) is developed based on a micromechanical model using the mechanics of structure genome (MSG) and a deep learning neural network model.
Xin Liu +3 more
semanticscholar +1 more source
A new failure criterion for fiber tows (i.e. yarns) is developed based on a micromechanical model using the mechanics of structure genome (MSG) and a deep learning neural network model.
Xin Liu +3 more
semanticscholar +1 more source
The Hoek-Brown Failure Criterion
2020One of the most challenging problems encountered in the design of rock engineering projects is the estimation of strength and deformation properties of rock masses containing joints, bedding planes, and other geotechnical defects. Currently, one of the commonly used empirical failure criteria in rock engineering is the Hoek-Brown (HB) failure criterion.
Jianping Zuo, Jiayi Shen
openaire +1 more source
PREDICTION OF LAMINATE FAILURE WITH THE ROTEM FAILURE CRITERION
Composites Science and Technology, 1998The mechanical behaviour of four types of composite material in various laminate lay-ups is examined by using the Rotem failure criterion. The criterion distinguishes between fibre failure and matrix failure. Only in-plane loads are considered, neglecting the possibility of interlaminar failure.
openaire +1 more source
A novel failure criterion based upon forming limit curve for thermoplastic composites
, 2020This study aims to explore failure mechanism and failure criteria of carbon fiber reinforced polypropylene plastic (CFRPP) by presenting a novel notch-shaped design of specimens with two different fiber orientations (0/90)4 and (+45/-45)4 subject to ...
Zhen Wang +5 more
semanticscholar +1 more source
Seismic stability of 3D soil slope reinforced by geosynthetic with nonlinear failure criterion
Soil Dynamics and Earthquake Engineering, 2019This work conducts a seismic stability of a three-dimensional (3D) geosynthetic-reinforced slope in soils following the linear and nonlinear Mohr-Coulomb failure criterion.
Jingshu Xu, Xiao‐Li Yang
semanticscholar +1 more source
Multibody failure criterion for the four-dimensional lattice spring model
International Journal of Rock Mechanics And Mining Sciences, 2019Although lattice spring models (LSMs) have been increasingly applied in the study of rock fracturing and rock failure, it is still difficult to accurately reproduce high ratios of the uniaxial compressive strength to the tensile strength of rock ...
Gaofeng Zhao, Zhiquan Deng, Ben Zhang
semanticscholar +1 more source
A failure criterion based on material instability
International Journal of Solids and Structures, 2003zbMATH Open Web Interface contents unavailable due to conflicting licenses.
Schoenfeld, S. E., Wright, T. W.
openaire +2 more sources
Computers and geotechnics, 2019
This paper proposes an elasto-perfect plastic constitutive model (called Jhoek) linking two failure criteria to model the sliding and non-sliding failure modes of anisotropic rocks.
Mohamed Ismael, H. Konietzky
semanticscholar +1 more source
This paper proposes an elasto-perfect plastic constitutive model (called Jhoek) linking two failure criteria to model the sliding and non-sliding failure modes of anisotropic rocks.
Mohamed Ismael, H. Konietzky
semanticscholar +1 more source