'Local buckling' presentation slideshows

Direct Strength Design for Cold-Formed Steel Members with Perforations

Direct Strength Design for Cold-Formed Steel Members with Perforations. Progress Report 1 C. Moen and B.W. Schafer AISI-COS Meeting February 21, 2006. Outline. Objective and challenges Project overview FE stability studies fundamentals, plates and members with holes

1.22k views • 102 slides

Direct Strength Design for Cold-Formed Steel Members with Perforations

Direct Strength Design for Cold-Formed Steel Members with Perforations. Progress Report 1 C. Moen and B.W. Schafer AISI-COS Meeting February 21, 2006. Outline. Objective and challenges Project overview FE stability studies fundamentals, plates and members with holes

1.04k views • 102 slides

In memory of Frank Brogan, 1925 - 2006, co-developer of STAGS

OPTIMIZATION OF AN AXIALLY COMPRESSED RING AND STRINGER STIFFENED CYLINDRICAL SHELL WITH A GENERAL BUCKLING MODAL IMPERFECTION AIAA Paper 2007-2216 David Bushnell, Fellow, AIAA, retired. In memory of Frank Brogan, 1925 - 2006, co-developer of STAGS. Summary of talk.

803 views • 73 slides

In memory of Frank Brogan, 1925 - 2006, co-developer of STAGS

OPTIMIZATION OF AN AXIALLY COMPRESSED RING AND STRINGER STIFFENED CYLINDRICAL SHELL WITH A GENERAL BUCKLING MODAL IMPERFECTION AIAA Paper 2007-2216 David Bushnell, Fellow, AIAA, retired. In memory of Frank Brogan, 1925 - 2006, co-developer of STAGS. Summary of talk.

737 views • 73 slides

SSRC Annual Stability Conference Montreal, Canada April 6, 2005

688 views • 56 slides

Strengthening of Offshore Platform for Accidental Loads

1.23k views • 51 slides

HISTORY - FRP Fiber Reinforced Materials

HISTORY - FRP Fiber Reinforced Materials. Straw in Clay (Brick, Roof, Walls) Glass Fibers in Concrete Glass Fibers in Polymer. HISTORY - FRP POST WW-II APPLICATIONS. Boat Hulls Radomes Minesweeping Vessels Bath Tubs Covers. HS, CR, LW - New Developments

2.89k views • 49 slides

Beam-Columns

Beam-Columns. A. B. P 1. C. D. P 2. E. F. Members Under Combined Forces. Most beams and columns are subjected to some degree of both bending and axial load. e.g. Statically Indeterminate Structures. Interaction Formulas for Combined Forces. e.g. LRFD

936 views • 46 slides

ENCE 455 Design of Steel Structures

ENCE 455 Design of Steel Structures. III. Compression Members C. C. Fu, Ph.D., P.E. Civil and Environmental Engineering Department University of Maryland. Compression Members. Following subjects are covered: Introduction Column theory Column design per AISC Effective length

873 views • 40 slides

Compression Members

1.35k views • 38 slides

David Bushnell, retired 775 Northampton Drive, Palo Alto, CA 94303 bush@sonic January 2015

Minimum weight design by GENOPT/BIGBOSOR4 of an externally pressurized circumferentially corrugated cylindrical shell and verification by STAGS. David Bushnell, retired 775 Northampton Drive, Palo Alto, CA 94303 bush@sonic.net January 2015. Summary. What is GENOPT? What is BIGBOSOR4?

376 views • 37 slides

A.R. Zainal Abidin and B.A. Izzuddin Department of Civil and Environmental Engineering

462 views • 36 slides

A.R. Zainal Abidin and B.A. Izzuddin Department of Civil and Environmental Engineering

364 views • 36 slides

SANDWICH BUCKLING

SANDWICH BUCKLING. AIAA Paper-97-1142 AIAA 38th SDM Meeting, 1997. A good review of sandwich walls. Some earlier work on sandwich. Some sandwich failure modes. More sandwich failure modes. Effect of initial face sheet wrinkling.

501 views • 22 slides

Would you design this member as a column or beam-column and why?

Would you design this member as a column or beam-column and why?. Beam-column; since connections to it are moment connections, it is probably used to resist moments due to lateral loads. BEAM-COLUMNS 200. Would you design this member as a column or beam-column and why?.

465 views • 21 slides

Design of Beams for Flexure

Design of Beams for Flexure. Design of Beams for Flexure. Introduction Moment Curvature Response Sectional Properties Serviceability Requirements (Deflections) Compact, Non-compact and Slender Sections Lateral Torsional Buckling Design of Beams. Beams under Flexure.

243 views • 21 slides

Meshless Local Buckling Analysis of Steel Beams with Web Openings

Meshless Local Buckling Analysis of Steel Beams with Web Openings. A.R. Zainal Abidin, B.A. Izzuddin Department of Civil and Environmental Engineering. Introduction. Steel Beams with Web Openings

371 views • 17 slides

Tutorial 2

Tutorial 2. CUFSM 2.5. SSMA Cee in Compression: 600S200-33 F y = 50ksi Objective To model a typical Cee stud in compression and determine the elastic critical local buckling load (P cr l )and elastic critical distortional buckling load (P crd ).

174 views • 17 slides

Authors : Silvia Ortiz Santamaria Angel Martinez Aja

Validation of post-buckling behaviour of unstable cross-section structures under compression loads. Authors : Silvia Ortiz Santamaria Angel Martinez Aja. ITP CAPACITIES. DESIGN ,MANUFACTURE and PRODUCT SUPPORT. GAS TURBINE. Rotating components. Static components. Casing.

423 views • 16 slides

Tutorial 1

Tutorial 1. CUFSM 3.12. Default Cee section in bending Objective To introduce the conventional finite strip method and gain a rudimentary understanding of how to perform an analysis and interpret the results. A the end of the tutorial you should be able to enter simple geometry

192 views • 15 slides