By John Jordan
An Illustrated consultant to Battleships and Battlecruisers
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Extra info for An Illustrated Guide to Battleships and Battlecruisers
Res. Record, No. 1832, 86-94. , and Ortiz, M. (1985). "A Unified Approach to Finite Deformation Elastoplastic Analysis Based on the Use of Hyperelastic Constitutive Equations," Comput. Meths. Appl. Mech. , 49, 221-245. You, Z. G. (2004). "Discrete Element Modeling to Predict the Modulus of Asphalt Concrete Mixtures," Journal of Materials in Civil Engineering, ASCE, Vol. 16, Issue 2, pp. 140-146. DEVELOPMENT AND IMPLEMENTATION OF A FINITE ELEMENT MODEL FOR ASPHALT MIXTURE TO PREDICT COMPRESSIVE COMPLEX MODULI AT LOW AND INTERMEDIATE TEMPERATURES Zhanping You1, Qingli Dai2, and Bardan Gurung3 ABSTRACTS: Many researchers recognized that micromechanical models have tremendous potential in the field of asphalt technology, for reducing or eliminating costly tests to characterize asphalt-aggregate mixtures for the design and control of flexible pavement structures and materials.
Ullidtz, P. (2001). "A Study of Failure in Cohesive Particulate Media Using the Discrete Element Method," Proc. C. , H. Paul, T. Harman, J. D'Angelo, (2004). "Characterization of Aggregates and Asphalt Concrete Using X-ray Computerized Tomography," J. Assoc. , Vol. 73, pp. 467-500. You, Z. (2003). D. dissertation of Department of Civil and Environmental Engineering at the University of Illinois at Urbana-Champaign, 512 pages, published by UMI, a Bell & Howell Information Company, Ann Arbor, MI, 2004.
Conventional continuum constitutive models do not explicitly consider the influence of microstructure distribution on the macroscopic response. The main objective of this paper is to develop an elasto-visco-plastic continuum model that accounts for aggregate directional distribution and damage. This is accomplished by modifying the Drucker-Prager yield function to account for these microstructural features. This yield function is incorporated into Perzyna's viscoplastic flow function. The model is implemented in finite element (FE) using an implicit numerical integration algorithm.