Authors: Yun Tao Wang, Nian Chun Lü, Cheng Jin
Abstract: By application of the theory of complex functions, the problem for mode Ⅲ dynamic crack under concentrated force were researched. The Riemann-Hilbert problem is formulated according to relationships of self-similar functions. Analytical solutions of stresses, displacements and dynamic stress intensity factors were obtained by the measures of self-similar functions and corresponding differential and integral operation.
271
Authors: Cheng Jin, Ying Ba, Min Lin, Bao Ke Guo
Abstract: Dynamic propagation of mode Ⅲ crack under variable moving loads on the crack surface is investigated using the theory of complex functions. Using the approaches of self-similar functions, the problems are readily transformed into Riemann-Hilbert problems. The paper presents a new mechanical model for dynamic crack propagation, in which the crack is under the conditions that the variable concentrated loads Pt3/x2 and Px/t move along x-axial with velocity β. At last, analytical solutions of stress, displacement and stress intensity factor are attained, respectively.
1712
Authors: Cheng Jin, Ying Ba, Min Lin, Bao Ke Guo
Abstract: Asymmetric dynamic propagation of mode III: crack under variable moving loads on the crack surface is investigated using the theory of complex functions. Using the approach of self-similar function, the problems are readily transformed into Riemann-Hilbert problems. The paper presents a new mechanical model for dynamic crack propagation, in which the crack is under the conditions that the variable concentrated loads Pt3/x2 and Pt/x move along x-axial with velocity β. And then, analytical solutions of stress, displacement and stress intensity factors are attained, respectively. These solutions are utilizable to attain solutions of arbitrarily complex problems, using the superposition theorem
2312
Authors: Xu Luan, Nian Chun Lü, Cheng Jin
Abstract: By the approaches of the theory of complex functions, propagation problems concerning mode Ⅲ asymmetrical dynamic interface crack were studied. The problems can be transformed into Riemann-Hilbert problem easily by the measures of self-similar functions, and the universal expressions of analytical solutions of the edges of mode Ⅲ asymmetrical dynamics interface crack subjected to variable loads and respectively, were attained.
709
Authors: Nian Chun Lü, Yun Hong Cheng, Cheng Jin, Yi Le Chen
Abstract: By the approaches of the theory of complex functions, dynamic propagation problems on
the surfaces of mode I crack subjected to unit-step loads and instantaneous impulse loads located at
the origin of the coordinates were studied for Aluminum alloys, respectively. Analytical solutions to
stresses, displacements, dynamic stress intensity factors and dislocation distribution functions are
gained by the methods of self-similar functions. The problems considered can be very facilely
transformed into Riemann-Hilbert problem and their closed solutions are obtained rather
straightforward by Muskhelishvili’s measure.
1008
Authors: Cheng Jin, Xin Gang Li, Li Zhang
Abstract: A moving crack in a laminated structure with free boundary subjected to anti-plane shear
loading is investigated in this paper. Using the bonding conditions of the interface between different
media, all the quantities in our question have been represented with a single unknown function, and
the problem is transformed into a dual integrated equation with the method of Fourier transform.
The equation is solved using Schmidt method. Finally the numerical results show the relationships
among the dynamic stress intensity factor and crack velocity, the height of different laminated
material, shear moduli of different laminated material.
42
Authors: Xin Gang Li, Cheng Jin, Li Zhang, Da Yong Chu
Abstract: In this paper, the behavior of a finite crack in an infinite plate of functionally graded
materials (FGM) with free boundary subjected to SH-waves is considered. To make the analysis
tractable, it is assumed that the material properties vary exponentially with the thickness direction
and the problem is transformed into a dual integrated equation with the method of integral
transform. The dynamic stress intensity factor is obtained using Schmidt method. The numerical
examples are presented to demonstrate this numerical technique for SH-waves propagating in FGM
plate. Finally the number of the waves, the gradient parameter of FGM and the angle of the
incidence upon the dynamic stress intensity factor are also given.
38
Authors: De Long Fu, Li Zhang, Cheng Jin
Abstract: A fatigue crack growth model under constant amplitude loading based on the total plastic
energy dissipation per cycle ahead of the crack was proposed. With the energy balance concept, the
crack growth rate was correlated with the total plastic dissipation per cycle, and the total plastic
dissipation per cycle was obtained through 2-D elastic–plastic finite element analysis of a stationary
crack under constant amplitude. The predictions of the model were in good with the experimental
results.
379
Authors: Cheng Jin, Xin Gang Li, Nian Chun Lü
Abstract: A moving crack in an infinite strip of orthotropic anisotropy functionally graded material
(FGM) with free boundary subjected to anti-plane shear loading is considered. The shear moduli in
two directions of FGM are assumed to be of exponential form. The dynamic stress intensity factor is
obtained by utilizing integral transforms and dual-integral equations. The numerical results show the
relationships among the dynamic stress intensity factor and crack velocity, the height of the strip,
gradient parameters and nonhomogeneous coefficients.
287
Authors: Xin Gang Li, Nian Chun Lü, Guo Zhi Song, Cheng Jin
Abstract: By the theory of complex functions, dislocation distribution function concerning mode
dynamic crack propagation problem under the conditions of unit-step loads and moving increasing
loads was studied respectively. Analytical solution representations are attained by the methods of
self-similar functions. The problems investigated can be transformed into Riemann-Hilbert problems
and their closed solutions are obtained rather simple by this approach.
101