David E. Stewart
Current Organizations / Institutes
The organizations/institutes from the scholar's latest article
David E. Stewart has a total of 3 co-authors. Here are the top co-authors by number of shared publications:
- Jong-Shi Pang
Rensselaer Polytechnic Institute
2 shared publications - Jeongho Ahn
Department of Mathematics and Statistics, Arkansas State University, P.O. Box 70, State University, AR 72467, USA
1 shared publication Mihai Anitescu
Mathematics and Computer Science Division, Argonne National Laboratory, Argonne, USA
1 shared publication
Latest Publications
- 18 January 2011
- Published by American Mathematical Society (AMS) in Quarterly of Applied Mathematics
- Vol. 69 (1) , 203-204
Corrigendum for “Energy balance for viscoelastic bodies in frictionless contact”
The proof in “Energy balance for viscoelastic bodies in frictionless contact” of an energy balance has a crucial flaw that renders the proof incorrect. At present no correction for this flaw is known.
- 18 January 2011
- Published by American Mathematical Society (AMS) in Quarterly of Applied Mathematics
- Vol. 69 (1) , 203-204
Corrigendum for “Energy balance for viscoelastic bodies in frictionless contact”
The proof in “Energy balance for viscoelastic bodies in frictionless contact” of an energy balance has a crucial flaw that renders the proof incorrect. At present no correction for this flaw is known.
- 25 September 2009
- Published by Springer Nature in Numerische Mathematik
- Vol. 114 (4) , 653-695
Optimal control of systems with discontinuous differential equations
- 25 September 2009
- Published by Springer Nature in Numerische Mathematik
- Vol. 114 (4) , 653-695
Optimal control of systems with discontinuous differential equations
- Open Access
- 14 May 2009
- Published by American Mathematical Society (AMS) in Quarterly of Applied Mathematics
- Vol. 67 (4) , 735-743
Energy balance for viscoelastic bodies in frictionless contact
In this paper it is shown that the change in the energy for a linearly viscoelastic body (with Kelvin–Voigt type viscosity) in frictionless contact with a rigid obstacle can be accounted for by viscous losses and the work done by external forces. Thus there is no change in the energy due to impacts, unlike the case of rigid-body dynamics. The result can be extended to a wide class of dynamic viscoelastic boundary thin obstacle problems of similar type.
- 14 May 2009
- Published by American Mathematical Society (AMS) in Quarterly of Applied Mathematics
- Vol. 67 (4) , 735-743
Open AccessEnergy balance for viscoelastic bodies in frictionless contact
In this paper it is shown that the change in the energy for a linearly viscoelastic body (with Kelvin–Voigt type viscosity) in frictionless contact with a rigid obstacle can be accounted for by viscous losses and the work done by external forces. Thus there is no change in the energy due to impacts, unlike the case of rigid-body dynamics. The result can be extended to a wide class of dynamic viscoelastic boundary thin obstacle problems of similar type.
- Open Access
- 1 January 2009
- Published by American Institute of Mathematical Sciences (AIMS) in Discrete and Continuous Dynamical Systems-Series B
- Vol. 12 (1) , 1-22
A viscoelastic Timoshenko beam with dynamic frictionless impact
Two coupled partial differential equations which describe the motion of a viscoelastic (Kelvin-Voigt type) Timoshenko beam are formulated with the complementarity conditions. This dynamic impact problem is considered a boundary thin obstacle problem. The existence of solutions is proved. A major concern is to pursue an investigation into conservation of energy (or energy balance), which is performed both theoretically and numerically.
- 1 January 2009
- Published by American Institute of Mathematical Sciences (AIMS) in Discrete and Continuous Dynamical Systems-Series B
- Vol. 12 (1) , 1-22
Open AccessA viscoelastic Timoshenko beam with dynamic frictionless impact
Two coupled partial differential equations which describe the motion of a viscoelastic (Kelvin-Voigt type) Timoshenko beam are formulated with the complementarity conditions. This dynamic impact problem is considered a boundary thin obstacle problem. The existence of solutions is proved. A major concern is to pursue an investigation into conservation of energy (or energy balance), which is performed both theoretically and numerically.
- 4 January 2008
- Published by Springer Nature in Mathematical Programming
- Vol. 118 (2) , 327-345
Uniqueness for solutions of differential complementarity problems
- 4 January 2008
- Published by Springer Nature in Mathematical Programming
- Vol. 118 (2) , 327-345
Uniqueness for solutions of differential complementarity problems
- 8 May 2007
- Published by Springer Nature in Mathematical Programming
- Vol. 116 (1-2) , 429-460
Solution dependence on initial conditions in differential variational inequalities
- 8 May 2007
- Published by Springer Nature in Mathematical Programming
- Vol. 116 (1-2) , 429-460
Solution dependence on initial conditions in differential variational inequalities
- Top Cited PapersOpen Access
- 24 January 2007
- Published by Springer Nature in Mathematical Programming
- Vol. 113 (2) , 345-424
Differential variational inequalities
- 24 January 2007
- Published by Springer Nature in Mathematical Programming
- Vol. 113 (2) , 345-424
Top Cited PapersOpen AccessDifferential variational inequalities
- 1 February 2006
- Published by Oxford University Press (OUP) in IMA Journal of Applied Mathematics
- Vol. 71 (1) , 92-119
Convolution complementarity problems with application to impact problems
Convolution complementarity problems (CCPs) have the following form: given a matrix-valued function k and a vector-valued function q, find a vector-valued function u satisfying 0 ≤ u(t) ⊥ (k*u)(t) + q(t) ≥ 0 for all t. In this paper CCPs are applied to a mechanical impact problem, but they can also be applied to other dynamic problems with hard constraints. CCPs are shown to have solutions provided q(0) ≥ 0 and q is sufficiently regular, k has locally bounded variation and k(0+) is a P-matrix. Uniqueness also holds provided, in addition, k(0+) is symmetric positive definite. This theory shows that the impact problem studied here has a unique solution, and that energy is conserved. Numerical methods have been devised and implemented for the impact problem, and the results are presented.
- 1 February 2006
- Published by Oxford University Press (OUP) in IMA Journal of Applied Mathematics
- Vol. 71 (1) , 92-119
Convolution complementarity problems with application to impact problems
Convolution complementarity problems (CCPs) have the following form: given a matrix-valued function k and a vector-valued function q, find a vector-valued function u satisfying 0 ≤ u(t) ⊥ (k*u)(t) + q(t) ≥ 0 for all t. In this paper CCPs are applied to a mechanical impact problem, but they can also be applied to other dynamic problems with hard constraints. CCPs are shown to have solutions provided q(0) ≥ 0 and q is sufficiently regular, k has locally bounded variation and k(0+) is a P-matrix. Uniqueness also holds provided, in addition, k(0+) is symmetric positive definite. This theory shows that the impact problem studied here has a unique solution, and that energy is conserved. Numerical methods have been devised and implemented for the impact problem, and the results are presented.