SCATTERING OF ANTI-PLANE SHEAR WAVES BY A SINGLE CRACK IN AN UNBOUNDED TRANSVERSELY ISOTROPIC ELECTRO-MAGNETO-ELASTIC MEDIUM
被引:1
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作者:
杜建科
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机构:State Key Laboratory of Mechanical Structural Strength and Vibration, Xi’an Jiaotong University, Xi’an, 710049, P.R.China
杜建科
沈亚鹏
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机构:State Key Laboratory of Mechanical Structural Strength and Vibration, Xi’an Jiaotong University, Xi’an, 710049, P.R.China
沈亚鹏
高波
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机构:State Key Laboratory of Mechanical Structural Strength and Vibration, Xi’an Jiaotong University, Xi’an, 710049, P.R.China
高波
机构:
[1] State Key Laboratory of Mechanical Structural Strength and Vibration, Xi’an Jiaotong University, Xi’an, 710049, P.R.China
[2] Fourth Academy of CASC, Xi’an 710025, P.R.China ,State Key Laboratory of Mechanical Structural Strength and Vibration, Xi’an Jiaotong University, Xi’an, 710049, P.R.China ,Fourth Academy of CASC, Xi’an 710025, P.R.China
electro-magneto-elasticity;
SH wave;
stress intensity factor;
integral equation;
D O I:
暂无
中图分类号:
O348 [实验应力分析];
学科分类号:
摘要:
A theoretical treatment of the scattering of anti-plane shear(SH) waves is provided by a single crack in an unbounded transversely isotropic electro-magneto-elastic medium. Based on the differential equations of equilibrium, electric displacement and magnetic induction intensity differential equations, the governing equations for SH waves were obtained. By means of a linear transform, the governing equations were reduced to one Helmholtz and two Laplace equations. The Cauchy singular integral equations were gained by making use of Fourier transform and adopting electro-magneto impermeable boundary conditions. The closed form expression for the resulting stress intensity factor at the crack was achieved by solving the appropriate singular integral equations using Chebyshev polynomial. Typical examples are provided to show the loading frequency upon the local stress fields around the crack tips. The study reveals the importance of the electro-magneto-mechanical coupling terms upon the resulting dynamic stress intensity factor.
机构:Xi An Jiao Tong Univ, State Key Lab Mech Struct Strength & Vibrat, Xian 710049, Peoples R China
Du, JK
Shen, YP
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机构:
Xi An Jiao Tong Univ, State Key Lab Mech Struct Strength & Vibrat, Xian 710049, Peoples R ChinaXi An Jiao Tong Univ, State Key Lab Mech Struct Strength & Vibrat, Xian 710049, Peoples R China
Shen, YP
Gao, B
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机构:Xi An Jiao Tong Univ, State Key Lab Mech Struct Strength & Vibrat, Xian 710049, Peoples R China
机构:Xi An Jiao Tong Univ, State Key Lab Mech Struct Strength & Vibrat, Xian 710049, Peoples R China
Du, JK
Shen, YP
论文数: 0引用数: 0
h-index: 0
机构:
Xi An Jiao Tong Univ, State Key Lab Mech Struct Strength & Vibrat, Xian 710049, Peoples R ChinaXi An Jiao Tong Univ, State Key Lab Mech Struct Strength & Vibrat, Xian 710049, Peoples R China
Shen, YP
Ye, DY
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机构:Xi An Jiao Tong Univ, State Key Lab Mech Struct Strength & Vibrat, Xian 710049, Peoples R China
Ye, DY
Yue, FR
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机构:Xi An Jiao Tong Univ, State Key Lab Mech Struct Strength & Vibrat, Xian 710049, Peoples R China