Distortion-induced stress investigation of double angle stringer-to-floorbeam connections in railroad bridges

Author:

Guyer Robert C.,Laman Jeffrey A.

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference12 articles.

1. American Railway Engineering and Maintenance-of-Way Association. Steel bridges. Manual for railway engineering; 2008 [chapter 15].

2. Guyer RC. Distortion-induced fatigue investigation of double angle stringer-to-floorbeam connections. MS thesis, The Pennsylvania State University, University Park, PA; 2010.

3. Laman JA, Guyer RC. Condition assessment of short-line railroad bridges in Pennsylvania. Pennsylvania Transportation Institute: PennDOT research report (FHWA-PA-2010-003-PSU 022), The Pennsylvania State University, University Park, PA; 2010.

4. Wilson WM. Design of connection angles for stringers of railway bridges. In: Proc., AREA, vol. 41; 1940. p. 889–903.

5. Fisher JW, Jin J, Wagner DC, Yen BT. Distortion-induced fatigue cracking in steel bridges. Transp. Res. Board, NCHRP Rep. No. 336, Nat. Res. Council, Washington, DC; 1990.

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