Kent T. Danielson
- (2012): The high-rate brittle microplane concrete model: Part II: application to projectile perforation of concrete slabs. In: Computers and Concrete, v. 9, n. 4 (April 2012).
- (2012): The high-rate brittle microplane concrete model: Part I: bounding curves and quasi-static fit to material property data. In: Computers and Concrete, v. 9, n. 4 (April 2012).
- (2010): Integration of the microplane constitutive model into the EPIC code. In: Computers and Concrete, v. 7, n. 2 (April 2010).
- (2010): Numerical procedures for extreme impulsive loading on high strength concrete structures. In: Computers and Concrete, v. 7, n. 2 (April 2010).
- (2010): The virtual penetration laboratory: new developments for projectile penetration in concrete. In: Computers and Concrete, v. 7, n. 2 (April 2010).
- (2016): Critical Time-Step Estimation for Explicit Integration of Dynamic Higher-Order Finite-Element Formulations. In: Journal of Engineering Mechanics (ASCE), v. 142, n. 7 (July 2016).
- (2014): Simple and Effective Approach for Polar Decomposition of the Deformation Gradient Tensor. In: Journal of Engineering Mechanics (ASCE), v. 140, n. 5 (May 2014).
- (1988): Membrane Boundary Condition Effects on Unsymmetric Laminates. In: Journal of Engineering Mechanics (ASCE), v. 114, n. 12 (December 1988).
- (2012): Generating Penetration Resistance Functions With A Virtual Penetration Laboratory (vpl): Applications To Projectile Penetration and Structural Response Simulations. In: International Journal of Structural Stability and Dynamics, v. 12, n. 4 (July 2012).
- (2008): Large-Scale Parallel Computation Methodologies for Highly Nonlinear Concrete and Soil Applications. In: Journal of Computing in Civil Engineering, v. 22, n. 2 (March 2008).
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