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Investigation of strength of a hybri...

Eilers, Michael Glenn.

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Investigation of strength of a hybrid adhesive anchor system used in precast concrete welded repair applications subjected to tensile and eccentric shear loading.

Record Type:	Language materials, printed : Monograph/item
Title/Author:	Investigation of strength of a hybrid adhesive anchor system used in precast concrete welded repair applications subjected to tensile and eccentric shear loading./
Author:	Eilers, Michael Glenn.
Description:	238 p.
Notes:	Source: Dissertation Abstracts International, Volume: 74-01(E), Section: B.
Contained By:	Dissertation Abstracts International74-01B(E).
Subject:	Engineering, General. -
Online resource:	http://pqdd.sinica.edu.tw/twdaoapp/servlet/advanced?query=3524148
ISBN:	9781267583734

Investigation of strength of a hybrid adhesive anchor system used in precast concrete welded repair applications subjected to tensile and eccentric shear loading.
Eilers, Michael Glenn.

Investigation of strength of a hybrid adhesive anchor system used in precast concrete welded repair applications subjected to tensile and eccentric shear loading. - 238 p.

Source: Dissertation Abstracts International, Volume: 74-01(E), Section: B.

Thesis (Ph.D.)--University of Missouri - Kansas City, 2012.

A common precast industry repair for missing or misplaced connection plates is the use of an adhesive anchor system to fasten repair plates to precast members. Typically, the repair plate will experience elevated temperatures during the welding of the loose erection plate to the repair plate. Limited testing and theoretical data are currently available to provide design guidelines on how the elevated temperatures induced by welding affect the behavior and capacity of the adhesive anchoring systems. This dissertation outlines bond tests, eccentric shear tests, and a temperature investigation performed using a hybrid adhesive system in precast concrete repair applications. In addition, limited bond strength testing data using a high strength two-part epoxy adhesive is also included. The overall aim of this work is to provide test data and guidance to the industry and design professionals when designing adhesive anchoring systems for repair applications exposed to welding.

ISBN: 9781267583734Subjects--Topical Terms:

1020744
Engineering, General.

Investigation of strength of a hybrid adhesive anchor system used in precast concrete welded repair applications subjected to tensile and eccentric shear loading.
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020 $a 9781267583734
035 $a (UMI)AAI3524148
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040 $a UMI $c UMI
100 1 $a Eilers, Michael Glenn. $3 2092143
245 1 0 $a Investigation of strength of a hybrid adhesive anchor system used in precast concrete welded repair applications subjected to tensile and eccentric shear loading.
300 $a 238 p.
500 $a Source: Dissertation Abstracts International, Volume: 74-01(E), Section: B.
500 $a Adviser: Ganesh Thiagarajan.
502 $a Thesis (Ph.D.)--University of Missouri - Kansas City, 2012.
520 $a A common precast industry repair for missing or misplaced connection plates is the use of an adhesive anchor system to fasten repair plates to precast members. Typically, the repair plate will experience elevated temperatures during the welding of the loose erection plate to the repair plate. Limited testing and theoretical data are currently available to provide design guidelines on how the elevated temperatures induced by welding affect the behavior and capacity of the adhesive anchoring systems. This dissertation outlines bond tests, eccentric shear tests, and a temperature investigation performed using a hybrid adhesive system in precast concrete repair applications. In addition, limited bond strength testing data using a high strength two-part epoxy adhesive is also included. The overall aim of this work is to provide test data and guidance to the industry and design professionals when designing adhesive anchoring systems for repair applications exposed to welding.
590 $a School code: 0134.
650 4 $a Engineering, General. $3 1020744
650 4 $a Engineering, Civil. $3 783781
650 4 $a Engineering, Materials Science. $3 1017759
690 $a 0537
690 $a 0543
690 $a 0794
710 2 $a University of Missouri - Kansas City. $b Civil Engineering. $3 2092144
773 0 $t Dissertation Abstracts International $g 74-01B(E).
790 1 0 $a Thiagarajan, Ganesh, $e advisor
790 1 0 $a Kevern, John $e committee member
790 1 0 $a Rhee, Noah $e committee member
790 1 0 $a Sohraby, Khosrow $e committee member
790 1 0 $a Truman, Kevin $e committee member
790 $a 0134
791 $a Ph.D.
792 $a 2012
856 4 0 $u http://pqdd.sinica.edu.tw/twdaoapp/servlet/advanced?query=3524148