Fatigue strength analysis of a typical highway sign face to post connection

Tovichakchaikul, Surapong

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dc.contributor.author	Tovichakchaikul, Surapong
dc.contributor.other	Youngstown State University. Rayen School of Engineering.
dc.date.accessioned	2021-03-19T19:35:30Z
dc.date.available	2021-03-19T19:35:30Z
dc.date.issued	1978
dc.identifier.other	b13712688
dc.identifier.other	5206763
dc.identifier.uri	https://jupiter.ysu.edu:443/record=b1371268
dc.identifier.uri	http://hdl.handle.net/1989/16024
dc.description	x, 105 leaves : illustrations ; 28 cm Includes bibliographical references (page 105). M.S. Youngstown State University	en_US
dc.description.abstract	The objective of this thesis can be divided into two basic parts. The first part was to analyze and formulate equations involving stress and deflection of the sign face-to-post connection, in order to better understand the effects when fatigue loads are applied. The equations for deflection were formulated based on simple beam theory and plate theory. Experiments were preformed using strain-gages to verify the analytical method and results obtained. Typical examples were conducted and are included to compare the theoretical and experimental results. The second part was to investigate the fatigue properties of current and proposed sign face connection systems by subjecting them to mechanical oscillatory-type bending tests of a fatigue testing machine.	en_US
dc.description.sponsorship	Youngstown State University. Rayen School of Engineering.	en_US
dc.language.iso	en_US	en_US
dc.publisher	[Youngstown, Ohio] : [Tovichakchaikul], 1978.	en_US
dc.relation.ispartofseries	Master's Theses;no. 0184
dc.subject	Signs and signboards.	en_US
dc.subject	Traffic signs and signals.	en_US
dc.subject	Materials -- Fatigue.	en_US
dc.title	Fatigue strength analysis of a typical highway sign face to post connection	en_US
dc.type	Thesis	en_US

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