1 AIT Asian Institute of Technology

Shear strength of bolt anchorages

AuthorSongkiat Matupayont
Call NumberAIT Thesis no. ST-89-9
Subject(s)Anchorage (Structural engineering)
NoteA thesis submitted in partial fulfillment of the requirements for the degree of Master of Engineering, School of Engineering and Technology
PublisherAsian Institute of Technology
AbstractThis study presents and discusses the results of an experimental investigation of anchor bolts embedded in an unreinforced concrete block, monotonically loaded in shear. All anchor bolts were embedded sufficiently so that concrete wedge cone failure would occur in most cases. Test programs were mainly conducted on single bolt, double bolt and 4-bolt anchorage in group with varied edge distances and bolt spacings. Double bolt anchorages were loaded in shear in perpendicular and parallel direction to bolt line. Single bolt anchorage tests were conducted to compare the results with the double and group of 4-bolt anchorage test results. The effect of bolt spacing of double bolt anchorage has been investigated. It was found that the shear strength of double bolt anchorage increases with the bolt spacing. The minimum spacings to produce twice the shear strength of single bolt anchorage are around 8de and 2de for the cases of bolt line perpendicular and parallel to the loading direction respectively (see Figs.11 and 12}. The influence of the holding condition of the concrete block, loading plate size and torque for tightening bolt have been found to affect the shear strength of bolt anchorage (see Figs. 9, 10, 11 respectively} The empirical formula to predict the ultimate shear strength of bolt anchorage group is proposed based on the test results of single and double bolt anchorages under the particular conditions and controlled parameters (see the calculation examples in Appendix B).
Year1989
TypeThesis
SchoolSchool of Engineering and Technology (SET)
DepartmentOther Field of Studies (No Department)
Academic Program/FoSStructural Engineering (STE) /Former Name = Structural Engineering and Construction (ST)
Chairperson(s)Ueda, Tamon
Examination Committee(s)Pichai Nimityongskul ;Worsak Kanok-nukulchai
Scholarship Donor(s)Danish International Development Agency (DANIDA) , Denmark
DegreeThesis (M.Eng.) - Asian Institute of Technology, 1989


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