Abstract
This study presents a new bond-based peridynamic approach for modeling the elastic deformation of isotropic materials with bond stretch and rotation, thus removing the constraint on the Poisson’s ratio. The resulting PD equilibrium equations derived under the assumption of small deformation are solved by employing implicit techniques. The bond constants associated with stretch and rotation kinematic are directly related to the constitutive relations of stress and strain components in continuum mechanics. Also, the expressions for the critical stretch and critical relative rotation are derived in terms of mode I and mode II critical energy release rates, respectively. Lastly, it does not require a surface correction procedure, and the displacement and traction type boundary conditions are directly imposed without introducing fictitious regions in the domain. The capability of this approach is first demonstrated by capturing the correct deformation of plate type structures under general loading conditions. Subsequently, its capability for failure prediction is established by simulating the response of a double cantilever beam (DCB) under mode I type loading and compact shear specimen under mode II type loading.
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Funding
This study was performed as part of the ongoing research at the MURI Center for Material Failure Prediction through Peridynamics at the University of Arizona (AFOSR Grant No. FA9550-14-1-0073).
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Appendices
Appendix 1
Peridynamic Functions
For three dimensional analysis, the matrix \({\mathbf{G}}({{\varvec{\upxi}}})\) and vector \({\mathbf{g}}({{\varvec{\upxi}}})\) are defined as
and
where the components of matrix \({\mathbf{G}}({{\varvec{\upxi}}})\) and the vector \({\mathbf{g}}({{\varvec{\upxi}}})\) are explicitly given by Madenci et al. [25, 26]. Their derivation is based on the PD differential operator, and they only depend on the spatial relation of the material points in the family of point, \({\mathbf{x}}\). The superscripts denote the order of differentiation with respect to the variable \(x_{{{i}}}\) with \({{i}} = 1,2,3\) and the subscript 2 represents the order of Taylor Series Expansion (TSE) in the construction of the PD functions.
For 2D analysis, they reduce to
and
The PD functions can be analytically evaluated if a material point is located symmetrically at the center of a circular interaction domain.
For 3D analysis, the matrix \({\mathbf{G}}({{\varvec{\upxi}}})\) and the vector \({\mathbf{g}}({{\varvec{\upxi}}})\) can be evaluated as
in which the weight function is specified as
With the substitution of the weight function, the PD representation of \(({\mathbf{n}} \otimes {\mathbf{n}})\) and \(({\mathbf{I}} - {\mathbf{n}} \otimes {\mathbf{n}})\) can be derived as
and
For 2D analysis, the matrix \({\mathbf{G}}({{\varvec{\upxi}}})\) and the vector \({\mathbf{g}}({{\varvec{\upxi}}})\) can be evaluated as
and
The PD representation of \(({\mathbf{n}} \otimes {\mathbf{n}})\) and \(({\mathbf{I}} - {\mathbf{n}} \otimes {\mathbf{n}})\) can be derived as
and
Appendix 2
Balance Laws
Based on the identity \(({\mathbf{a}} \otimes {\mathbf{b}}){\mathbf{c}} = ({\mathbf{b}} \times {\mathbf{c}}){\mathbf{a}}\) along with \(\left( {{\mathbf{n}} \otimes {\mathbf{n}}} \right){{\varvec{\upomega}}}({\mathbf{x}}){\mathbf{n}} = 0\), the force density vector given in Eq. (26) can be expressed as
With \({\mathbf{u}}({\mathbf{x^{\prime}}}) - {\mathbf{u}}({\mathbf{x}}) = ({\mathbf{y^{\prime}}} - {\mathbf{y}}) - {{\varvec{\upxi}}}\) and \({{\varvec{\upomega}}}({\mathbf{x}}){{\varvec{\upxi}}} = \Omega \times {{\varvec{\upxi}}}\), this expression can be rewritten as
where the rigid body rotation vector of the bond is defined as
Invoking the assumption of small deformation, \({\mathbf{y^{\prime}}} - {\mathbf{y}} \approx \left| {{\mathbf{y^{\prime}}} - {\mathbf{y}}} \right|{\mathbf{n}}\), Eq. (164) reduces to
In accordance with Eq. (13), it can be recast as
or
The linear momentum, \({\mathbf{L}}\), and angular momentum (about the coordinate origin), \({\mathbf{H}}_{0}\), of a fixed set of particles at time \(t\) in volume \(V\) are given by
and
The total force, \({\mathbf{F}}\), and torque, \({{\varvec{\Pi}}}_{0}\), about the origin can be expressed as
and
in which the evaluation of the integral \(\int\limits_{{H_{{\mathbf{x}}} }} {\mathbf{n}} \,dH_{{{\mathbf{x^{\prime}}}}} = 0\). Therefore, the total force and torque can be rewritten in the form
and
Because \({\mathbf{f}}({\mathbf{x^{\prime}}} - {\mathbf{x}}\,) = {\mathbf{f}}({\mathbf{x}} - {\mathbf{x^{\prime}}}\,) = {\mathbf{0}}\) for \({\mathbf{x^{\prime}}} \notin H_{{\mathbf{x}}}\), these equations can be recast to include all of the material points in volume \(V\) as
and
If the parameters \({\mathbf{x}}\) and \({\mathbf{x^{\prime}}}\) in the second integral on the right-hand side of these equations are exchanged, these integrals become
and
Therefore, the total force and torque simplify to
and
Invoking the assumption of small deformation, \({\mathbf{y^{\prime}}} - {\mathbf{y}} \approx \left| {{\mathbf{y^{\prime}}} - {\mathbf{y}}} \right|{\mathbf{n}}\) and noting that \(\int\limits_{V} {\mathbf{n}} \,dV = 0\), the expression for torque can be simplified as
The balance of linear momentum, \({\dot{\mathbf{L}}} = {\mathbf{F}}\), and angular momentum, \({\dot{\mathbf{H}}}_{0} = {{\varvec{\Pi}}}_{0} ,\) results in
and
Appendix 3
Matrices
For 3D analysis, the matrices appearing in Eq. (38) are defined as
and
Their integration over a spherical interaction domain results in
and
For 2D analysis, these matrices reduce to
and
Their integration over a circular interaction domain results in
and
Appendix 4
Relative Rotation Angle of Bonds
The relative rotation angle between any two bonds is derived by generalizing the skew angle concept introduced by Zhang and Qiao [5]. As illustrated in Fig. 27, the two bonds, \({\mathbf{\xi^{\prime}}} = {\mathbf{x^{\prime}}} - {\mathbf{x}}\) and \({\mathbf{\xi^{\prime\prime}}} = {\mathbf{x^{\prime\prime}}} - {\mathbf{x}}\), experience deformation and become \({\mathbf{y^{\prime}}} = {\mathbf{\xi^{\prime}}} + {\mathbf{u^{\prime}}}\) and \({\mathbf{y^{\prime\prime}}} = {\mathbf{\xi^{\prime\prime}}} + {\mathbf{u^{\prime\prime}}}\), respectively, in the deformed state. The unit vector \({\mathbf{N}}\) is perpendicular to the plane formed by bonds \({\mathbf{\xi^{\prime}}}\) and \({\mathbf{\xi^{\prime\prime}}}\). The unit vectors \({\mathbf{n'}}\) and \({\mathbf{t^{\prime}}}\), both in the plane formed by bonds \({\mathbf{\xi^{\prime}}}\) and \({\mathbf{\xi^{\prime\prime}}}\), are in the direction and perpendicular to \({\mathbf{\xi^{\prime}}}\), respectively.
The position of the bond, \({\mathbf{y^{\prime}}}\), can be described by
in which \({\mathbf{R}}\) is the rotation matrix in the counterclockwise direction defined as
which reduces to
for two-dimensional analysis with \(N_{1} = N_{2} = 0\) and \(N_{3} = 1\). The angle between \({\mathbf{\xi^{\prime}}}\) and \({\mathbf{y^{\prime}}}\) is defined as \(\varphi\), and it can be determined from
The position of bond \({\mathbf{y^{\prime\prime}}}\) with respect to the undeformed state can be obtained as
As shown in Fig. 27, the relative rotation angle of bond, \({\mathbf{\xi^{\prime}}}\), with respect to \({\mathbf{\xi^{\prime\prime}}}\) can be expressed as
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Madenci, E., Barut, A. & Phan, N. Bond-Based Peridynamics with Stretch and Rotation Kinematics for Opening and Shearing Modes of Fracture. J Peridyn Nonlocal Model 3, 211–254 (2021). https://doi.org/10.1007/s42102-020-00049-4
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DOI: https://doi.org/10.1007/s42102-020-00049-4