Computational Technology Resources - CCP

R.A. Parris, S. Gupta, "The Use of Supercomputers to Solve Large Non-Linear Structural Analysis Problems", in B.H.V. Topping, (Editor), "Proceedings of the Second International Conference on Civil and Structural Engineering Computing", Civil-Comp Press, Edinburgh, UK, pp 33-39, 1985. doi:10.4203/ccp.2.16.1

Abstract

This paper presents a discussion of the use of supercomputers to solve large non-linear structural analysis problems.

To demonstrate this capability an example of the impact of a steel missile against a reinforced concrete member is considered. This event is modelled using the DYNA3D finite element impact code. The analysis includes non-linear material properties together with appropriate material failure criteria. The results are presented as a series of plots of the progressively deforming shape.

The paper is based upon experience gained by Boeing Computer Services using their Cray 1-S and Cray X-MP supercomputer since 1980.

purchase the full-text of this paper (price £20)

go to the previous paper
go to the next paper
return to the table of contents
return to the book description
purchase this book (price £90 +P&P)

	Computational & Technology Resources an online resource for computational, engineering & technology publications
	not logged in - login
Front Page Browse CCP CSETS CTR IJRT Other Authors Search Purchase Guide FAQ Contact us	Civil-Comp Proceedings ISSN 1759-3433 CCP: 2/3 PROCEEDINGS OF THE SECOND INTERNATIONAL CONFERENCE ON CIVIL AND STRUCTURAL ENGINEERING COMPUTING Edited by: B.H.V. Topping Paper XVI.1 The Use of Supercomputers to Solve Large Non-Linear Structural Analysis Problems R.A. Parris and S. Gupta Boeing Computer Services (Europe) Ltd., Coventry doi:10.4203/ccp.2.16.1 purchase the full-text of this paper Full Bibliographic Reference for this paper R.A. Parris, S. Gupta, "The Use of Supercomputers to Solve Large Non-Linear Structural Analysis Problems", in B.H.V. Topping, (Editor), "Proceedings of the Second International Conference on Civil and Structural Engineering Computing", Civil-Comp Press, Edinburgh, UK, pp 33-39, 1985. doi:10.4203/ccp.2.16.1 Abstract This paper presents a discussion of the use of supercomputers to solve large non-linear structural analysis problems. To demonstrate this capability an example of the impact of a steel missile against a reinforced concrete member is considered. This event is modelled using the DYNA3D finite element impact code. The analysis includes non-linear material properties together with appropriate material failure criteria. The results are presented as a series of plots of the progressively deforming shape. The paper is based upon experience gained by Boeing Computer Services using their Cray 1-S and Cray X-MP supercomputer since 1980. purchase the full-text of this paper (price £20) go to the previous paper go to the next paper return to the table of contents return to the book description purchase this book (price £90 +P&P)
Back to top	©Civil-Comp Limited 2023 - terms & conditions