Calculating the Critical Buckling Stress for Plates with One Free Edge Under Combined Axial and Flexural Forces

Curtis, Rebecca; Till, Roger D.; Michigan. Dept. of Transportation. Construction and Technology Division

Advanced Search

Select up to three search categories and corresponding keywords using the fields to the right. Refer to the Help section for more detailed instructions.

Search our Collections & Repository

Advanced Search
Custom Query

All these words:

For very narrow results

This exact word or phrase:

When looking for a specific result

Any of these words:

Best used for discovery & interchangable words

None of these words:

Recommended to be used in conjunction with other fields

Language:

Dates

Publication Date Range:

to

Document Data

Title:

Document Type:

Library

Collection:

Series:

People

Author:

Clear All

Query Builder

Query box

Clear All

For additional assistance using the Custom Query please check out our Help Page

i

Calculating the Critical Buckling Stress for Plates with One Free Edge Under Combined Axial and Flexural Forces

2008-09-01
By Curtis, Rebecca ; Till, Roger D.

[PDF-1.10 MB]

English

Details You May Also Like

Details:

Creators:

Curtis, Rebecca ; Till, Roger D.

Curtis, Rebecca ; Till, Roger D. Less -
Corporate Creators:

Michigan. Dept. of Transportation. Construction and Technology Division
Subject/TRT Terms:

[+]

Axial Loads Bridge Design Bridges And Other Structures Buckling Combined Axial And Flexural Stress Critical Buckling Stress Flexural Strength Free Edge Gusset Plates Highways I24: Design Of Bridges And Retaining Walls Plate Bearing Test Truss Bridges
Publication/ Report Number:

R-1519
Resource Type:

Tech Report
Geographical Coverage:

United States ; Michigan

United States ; Michigan Less -
TRIS Online Accession Number:

01115110
Edition:

Final Report
Corporate Publisher:

Michigan. Dept. of Transportation. Construction and Technology Division
Abstract:

Analysis of gusset plates in truss structures may include checking the combined axial and flexural stresses in a section of the plate. Using concentrically loaded column equations for this analysis provides overly conservative results and may suggest that unnecessary repairs are required. Gusset plates may be treated as plates with the loaded edges supported and the unloaded edges having one edge supported and one edge free. In the review of the literature, formulas and/or buckling coefficients were available for many combinations of plate loading and restraint, but did not include the specific case needed for assessment of gusset plates. Using the energy method and the work of Timoshenko, and Lindquist and Stowell as a basis, equations were developed to find the critical buckling stress for a plate having simply supported loaded edges, a simply supported unloaded edge and a free loaded edge. The equations developed are applicable to rectangular plates with any length to width ratio and also to any combination of linear-varying stress.
Format:

PDF
Collection(s):

US Transportation Collection
Main Document Checksum:

[+]

urn:sha256:6c7c177b49ddfbad5f80deb9bb232db42a4bbafd587d5248cf40a185036e8477
Download URL:

https://rosap.ntl.bts.gov/view/dot/37410/dot_37410_DS1.pdf
File Type:

No Additional Files

More +

Calculating the Critical Buckling Stress for Plates with One Free Edge Under Combined Axial and Flexural Forces

Details:

Supporting Files

You May Also Like