A new adaptive method for deformation modelling of structures based on finite elements is developed under specified conditions in this paper.
Crucial measurement approaches were also decided prior to the verification, including the DIC method for deformation measurement and the dynamic force measurement to attenuate the ringing effect.
The present paper propose a finite – element based method for deformation and damage modeling of CMCs under multiaxial stresses, including shear.
With distributed orthogonal fiber Bragg grating (FBG) sensor arrays used as modular detection units, an implementation method for deformation detection and spatial shape reconstruction of a frame model structure was proposed in this paper.
Multiple winding angle filament-wound (FW) structures may lead to more uniform strength for all filament layers, while there is no analysis method for deformation and stresses calculation of FW cylinder with variation wound angle.
Based on the nonlinear theory of plates with the von Karman's type deformation and the electrostatic theory, the snapping and contact behavior is quantitatively analyzed by associating the increment finite element methods (IFEM) for deformation with the moment method for electrostatic fields as well as the arc-length control approach in the quantitative calculations.
The examples described above point to great potentialities of the geophysical methods for rock deformation monitoring.
Adem and Vanapalli ([2013]) proposed the Modulus of Elasticity Based Method (MEBM) for deformation prediction in similar soils by using a semi-empirical estimation of the modulus of elasticity (Vanapalli and Oh [2010]) along with transient changes in soil suction (Wilson [1997]).
In order to investigate the crack deformation at different stress conditions, a two-dimensional dynamic modeling method for crack deformation under progressively increasing compressional stress normal to the crack surface is proposed to simulate the natural process of crack closing.
We implement the SPH method for compressional deformation of solid samples and focus on uniaxial, biaxial and triaxial loading.
