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Investigation of the uplift capacity of vetical rock anchorsDados, Anastasios Theodore 05 1900 (has links)
No description available.
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Development and validation of a dynamic model for a cone bolt anchoring systemSt-Pierre, Luc, January 1900 (has links)
Thesis (M.Eng.). / Written for the Dept. of Mechanical Engineering. Title from title page of PDF (viewed 2008/01/14). Includes bibliographical references.
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Estimation of free and total anchor lengths for integrity assessment of rock boltsManoharan, Ravindran January 2008 (has links)
This thesis describes the investigation of a non-destructive test method for integrity assessment of rock bolts using the resonance spectroscopy method. Although other methods exists these all present certain limitations. Initial experimental investigations included the assessment of a number of excitation mechanisms, namely, hammer tests, chirp tests and swept sine tests.
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The determination of shear load distribution in bolt groups by measurement of surface strains in the heads with electric resistance strain gagesHoover, John Wesley 12 1900 (has links)
No description available.
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Ultrasonic characterization of ASTM A307 boltsAbulail, Seren I., January 2008 (has links) (PDF)
Thesis (M.S. in civil engineering)--Washington State University, December 2008. / Title from PDF title page (viewed on Apr. 17, 2009). "Department of Civil and Environmental Engineering." Includes bibliographical references (p. 40).
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Investigation of the stress-strain of American Standard or National Course boltsThorpe, Clare Jackson, January 1948 (has links) (PDF)
Thesis (M.S.)--University of Missouri, School of Mines and Metallurgy, 1948. / Vita. The entire thesis text is included in file. Typescript. Title from title screen of thesis/dissertation PDF file (viewed July 12, 2010) Includes bibliographical references (p. 111-112).
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On-line fatigue life prediction under stochastic loading by time series modelingNotohardjono, Budy Darmono. January 1984 (has links)
Thesis (Ph. D.)--University of Wisconsin--Madison, 1984. / Typescript. Vita. eContent provider-neutral record in process. Description based on print version record. Includes bibliographical references (leaves 248-254).
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Investigation into the effects of variable row spacing in bolted timber connections subjected to reverse cyclic loadingKnudson, Caleb Jesse, January 2006 (has links) (PDF)
Thesis (M.S. in civil engineering)--Washington State University, December 2006. / Includes bibliographical references (p. 165-168).
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Effects of Head Size on the Performance of Twist-Off BoltsSchnupp, Keith Otto 21 July 2003 (has links)
This study examines a specific application of button-head type twist-off bolts. Currently, the Research Council on Structural Connections Specification (2000) removes the requirement for ASTM F436 washers (ASTM 2000a) under the bolt head of twist-off bolts where the head diameter equals or exceeds that of an ASTM F436 washer when oversized and slotted holes are used. The need for washers is also removed for A490 strength bolts used on steels with specified yield strengths less than 40 ksi provided that the head diameter equals or exceeds an ASTM F436 washer.
The ASTM F1852 Specification (ASTM 2000b) allows for head diameter dimensions that are slightly smaller than an ASTM F436 washer. Following the RCSC Specification, manufacturers that produce bolts using the ASTM F1852 dimensions are required to use ASTM F436 washers under the bolt head. The discrepancies between the specifications lead to this study, which involved the testing of button-head type twist-off bolts with two different head diameters, both of which were smaller than an ASTM F436 washer.
Five bolt diameters between 5/8 in and 1-1/8 in. were tested in standard, oversized, and long-slotted holes. The performance of the twist-off bolts was determined by measuring and comparing the achieved relaxed pretension force in the bolt after tightening. It was found that twist-off bolts with head diameters less than an ASTM F436 washer had no trouble attaining their required minimum pretension force. Bolt head diameter and hole size were found to have no significant influence on the pretension force that was achieved for all bolts tested. / Master of Science
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Load transfer mechanisms and performance of prestressed rock anchors for damsRandolph, Michael David 05 1900 (has links)
No description available.
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