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Finite Strip Analysis and the Beginnings of the Direct Strength Method

Finite Strip Analysis and the Beginnings of the Direct Strength Method

buckling multiplier (stress, load, or moment). distortional. later-torsional. local. length of a half sine wave. Finite Strip Analysis and the Beginnings of the Direct Strength Method. Toronto, July 2000 AISI Committee on Specifications. Overview. Introduction Background

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1.38k views • 89 slides
Finite Strip Analysis and the Beginnings of the Direct Strength Method

Finite Strip Analysis and the Beginnings of the Direct Strength Method

buckling multiplier (stress, load, or moment). distortional. later-torsional. local. length of a half sine wave. Finite Strip Analysis and the Beginnings of the Direct Strength Method. Toronto, July 2000 AISI Committee on Specifications. Overview. Introduction Background

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1.43k views • 89 slides
CUFSM Advanced Functions

CUFSM Advanced Functions

CUFSM Advanced Functions. CUFSM 3.12. Boundary conditions Constraints Springs Multiple materials Orthotropic Material constrained Finite Strip Method examples. Boundary conditions. Longitudinal boundary conditions (fixity) can be set in the finite strip model

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516 views • 45 slides
CUFSM Advanced Functions

CUFSM Advanced Functions

CUFSM Advanced Functions. CUFSM 2.5. Boundary conditions Constraints Springs Multiple materials Orthotropic Material. Boundary conditions. Longitudinal boundary conditions (fixity) can be set in the finite strip model Modeling classic problems requires using this feature

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467 views • 34 slides
Introductory Questions

Introductory Questions

Introductory Questions. CUFSM 3.12. CUFSM? What is CUFSM? What are the system requirements? Why would I use CUFSM? Why do 2 versions of CUFSM exist? Why would I use the Matlab version? CUFSM is free? Finite Strip? What is Finite Strip? What is a buckling curve? What is a buckling mode?

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568 views • 17 slides
Tension members occur in trusses, and in some special structures Load is usually self-aligning

Tension members occur in trusses, and in some special structures Load is usually self-aligning

Axial Tension Members. Eureka Museum, Ballarat. Tension members occur in trusses, and in some special structures Load is usually self-aligning Efficient use of material Stress = Force / Area The connections are the hardest part. Axially Loaded Piers. For short piers,

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362 views • 16 slides
Thin-Walled Column Design Considering Local, Distortional and Euler Buckling

Thin-Walled Column Design Considering Local, Distortional and Euler Buckling

Thin-Walled Column Design Considering Local, Distortional and Euler Buckling. Ben Schafer Asst. Professor Johns Hopkins University. Overview. Introduction Elastic Buckling Ultimate Strength Column Design Methods Performance of Methods Conclusion. Introduction.

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411 views • 15 slides
WORKSHEET 7 AXIALLY LOADED MEMBERS

WORKSHEET 7 AXIALLY LOADED MEMBERS

WORKSHEET 7 AXIALLY LOADED MEMBERS. Q1. Are tension structures or compression structures more efficient when loaded axially ?. tension structures . Q2. why ?. tension structures are not subject to buckling they pull straight - can use thin cables can use: stress = Force / Area.

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318 views • 14 slides
Introductory Questions

Introductory Questions

Introductory Questions. CUFSM 2.5. CUFSM? What is CUFSM? What are the system requirements? Why would I use CUFSM? Why do 2 versions of CUFSM exist? Why would I use the Matlab version? CUFSM is free? Finite Strip? What is Finite Strip? What is a buckling curve? What is a buckling mode?

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148 views • 14 slides

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