Large-Scale Parallel Computation Methodologies for Highly Nonlinear Concrete and Soil Applications-Reference-Cited by-同舟云学术

Large-Scale Parallel Computation Methodologies for Highly Nonlinear Concrete and Soil Applications

Published:2008-03 Issue:2 Volume:22 Page:140-146
ISSN:0887-3801
Container-title:Journal of Computing in Civil Engineering
language:en
Short-container-title:J. Comput. Civ. Eng.

Author:

Danielson Kent T.¹²³⁴⁵,Akers Stephen A.¹²³⁴⁵,O’Daniel James L.¹²³⁴⁵,Adley Mark D.¹²³⁴⁵,Garner Sharon B.¹²³⁴⁵

Affiliation:

1. Senior Computational Engineer, Army High Performance Computing Research Center/Network Computing Services, Inc., U.S. Army Engineer Research and Development Center, 3909 Halls Ferry Rd., CEERD-GM-I, Vicksburg, MS 39180-6199. E-mail: Kent.T.Danielson@erdc.usace.army.mil

2. Research Civil Engineer, U.S. Army Engineer Research and Development Center, 3909 Halls Ferry Rd., CEERD-GM-I, Vicksburg, MS 39180-6199. E-mail: Stephen.A.Akers@erdc.usace.army.mil

3. Research Structural Engineer, U.S. Army Engineer Research and Development Center, 3909 Halls Ferry Rd., CEERD-GS-M, Vicksburg, MS 39180-6199. E-mail: James.L.O’Daniel@erdc.usace.army.mil

4. Research Civil Engineer, U.S. Army Engineer Research and Development Center, 3909 Halls Ferry Rd., CEERD-GM-I, Vicksburg, MS 39180-6199. E-mail: Mark.D.Adley@erdc.usace.army.mil

5. Research Structural Engineer, U.S. Army Engineer Research and Development Center, 3909 Halls Ferry Rd., CEERD-GS-S, Vicksburg, MS 39180-6199. E-mail: Sharon.B.Garner@erdc.usace.army.mil

Publisher

American Society of Civil Engineers (ASCE)

Subject

Computer Science Applications,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290887-3801%282008%2922%3A2%28140%29

Reference18 articles.

1. Akers S. A. Adley M. D. and Cargile J. D. (1995). “Comparison of constitutive models for geologic materials used in penetration and ground shock calculation.” Proc. 7th Int. Symp. on Interaction of the Effects of Munitions with Structures Mannheim FRG.

2. Microplane Model M4 for Concrete. I: Formulation with Work-Conjugate Deviatoric Stress

3. Microplane Model for Concrete. I: Stress-Strain Boundaries and Finite Strain

4. Microplane Model for Concrete: II: Data Delocalization and Verification

5. Britt J. R. Ranta D. E. and Joachim C. E. (2001). “BLASTX code version 4.2 user’s manual.” ERDC/GSL TR-01-2 U.S. Army Engineer Research and Development Center Vicksburg Miss.

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