'Abaqus' presentation slideshows

DMGfit Overview

705 views • 54 slides

DESIGN OF LARGE OPENINGS IN UNBONDED POST-TENSIONED PRECAST CONCRETE WALLS

DESIGN OF LARGE OPENINGS IN UNBONDED POST-TENSIONED PRECAST CONCRETE WALLS. Michael G. Allen Yahya C. Kurama University of Notre Dame Notre Dame, IN. PCI Committee Days, Chicago, Illinois, April 14-15, 2000. 1998 PCI Daniel P. Jenny Research Fellowship University of Notre Dame. ELEVATION.

505 views • 41 slides

D ISTORTIONAL B UCKLING O F C A ND Z M EMBERS I N B ENDING

D ISTORTIONAL B UCKLING O F C A ND Z M EMBERS I N B ENDING. Progress Report to AISI. Cheng Yu, Benjamin W. Schafer The Johns Hopkins University August 2004. Overview. Test Summary Finite Element Modeling Extended FE Analysis Stress Gradient Effects Conclusions. Local buckling tests.

642 views • 24 slides

How to Use Your Local Supercomputing Centre

495 views • 22 slides

OSC OnDemand : A Web Platform Integrating Access to HPC Systems, Web and VNC Applications

OSC OnDemand : A Web Platform Integrating Access to HPC Systems, Web and VNC Applications. Dave Hudak, Thomas Bitterman , Patricia Carey, Douglas Johnson , Eric Franz, Shaun Brady, Piyush Diwan. Overview. Introduction and OnDemand Goals OnDemand User Experience

379 views • 20 slides

abacus introduction

ABAQUS is a suite of finite element analysis modules. The heart of ABAQUS are the analysis modules, ABAQUS/Standard and ABAQUS/Explicit, which are complementary and integrated analysis tools.

785 views • 20 slides

New Computational Resources and Stress Model Validation

CCC Report October 15, 2002. New Computational Resources and Stress Model Validation. Seid Koric Engineering Applications Analyst National Center for Supercomputing Applications Mechanical and Industrial Engineering University of Illinois at Urbana-Champaign skoric@ncsa.uiuc.edu.

314 views • 17 slides

FEA results

FEA results. 5 degrees. Uniaxial Compressive behavior of concrete used in ABAQUS model. Uniaxial Tension behavior of concrete used in ABAQUS model. South End Load = 39.71 ton North End Load = 36.47 ton Joint # 2 rotation = 5.65 degrees Joint # 3 rotation = 5.45 degrees.

265 views • 12 slides