Title page for ETD etd-01242009-063304


Type of Document Master's Thesis
Author Karsu, Burak
URN etd-01242009-063304
Title The load deformation response of single bolt connections
Degree Master of Science
Department Civil Engineering
Advisory Committee
Advisor Name Title
Easterling, William Samuel Committee Chair
Barker, Richard M. Committee Member
Garst, Donald A. Committee Member
Keywords
  • bolt connections
Date of Defense 1995-09-05
Availability restricted
Abstract
Sophisticated design techniques such as partially restrained connections need

detail information on the load-deformation response of bolted connections. The behavior

of single bolt, single shear connections are studied. Seventy tests with different

configurations were conducted to evaluate their failure mechanisms and load-deformation

characteristics. Comparisons to previous study were made. A new analytical model for

the determination of load-deformation response of bolted connections was presented as

well as a new Unified Design Curves approach for design purposes. It has been proven

that this generalized method can be used efficiently.

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