Enhancement of welded steel bridge girders susceptible to distortion-induced fatigue : [technical summary].

Bennett, Caroline; Matamoros, Adolfo; Barrett-Gonzalez, Ron; Rolfe, Stan; Kansas. Dept. of Transportation

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Enhancement of welded steel bridge girders susceptible to distortion-induced fatigue : [technical summary].

2014-10-01
By Bennett, Caroline ; Matamoros, Adolfo ; Barrett-Gonzalez, Ron ; ...

[PDF-56.54 KB]

English

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Creators:

Bennett, Caroline ; Matamoros, Adolfo ; Barrett-Gonzalez, Ron ; Rolfe, Stan

Bennett, Caroline ; Matamoros, Adolfo ; Barrett-Gonzalez, Ron ; Rolfe, Stan Less -
Corporate Creators:

Kansas. Dept. of Transportation
Subject/TRT Terms:

[+]

Distortion (Structures) Fatigue Cracking Girders Retrofitting Steel Bridges Weld Metal
Publication/ Report Number:

FHWA-KS-14-03
Resource Type:

Brief
Geographical Coverage:

Kansas
Corporate Publisher:

Kansas. Dept. of Transportation
Abstract:

Distortion-induced fatigue is a serious problem across the national bridge inventory,

affecting many steel bridges designed before the mid-1980s. Because distortion-induced

fatigue tends to develop in bridge connection details, near transverse elements such

as cross-frames and diaphragms, repairing distortion-induced fatigue damage can be

a difficult task, especially when the affected detail is near the intersection of the top

flange, connection plate, and web.
Format:

PDF
Collection(s):

US Transportation Collection
Main Document Checksum:

[+]

urn:sha256:4b98fca13118afde830b37681cb0cdf305157a2fe78ee2d14263daee518a7f89
Download URL:

https://rosap.ntl.bts.gov/view/dot/28437/dot_28437_DS1.pdf
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Enhancement of welded steel bridge girders susceptible to distortion-induced fatigue : [technical summary].

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