RI 5408 Strength Of Steel Roof Bolts After Repeated Bending ? Summary And Introduction

The National Institute for Occupational Safety and Health (NIOSH)
Frank L. Gaddy
Organization:
The National Institute for Occupational Safety and Health (NIOSH)
Pages:
18
File Size:
6312 KB
Publication Date:
Jan 1, 1958

Abstract

In this report, a description of mine practices, the preparation of roof bolts for laboratory experiments, the results of tensile-strength determinations, and a discussion of results of these tests are presented. Certain restrictions are recommended for roof bolts subjected to repeated bending, and two methods of complying with these limitations imposed by the restrictions are presented. The practice of bending steel roof bolts for installation in areas where the height of the opening was less than the length of the bolts required to support the immediate roof adequately has been adopted recently in several coal mines in lieu of sectional rods designed for that purpose. In addition, a few of these same mines have been reclaiming the bent rods and reusing them numerous times. The purpose of this study was to determine if these practices decreased the strength of such bolts and thus jeopardized the safety of the men working in these mines.
Citation

APA: Frank L. Gaddy  (1958)  RI 5408 Strength Of Steel Roof Bolts After Repeated Bending ? Summary And Introduction

MLA: Frank L. Gaddy RI 5408 Strength Of Steel Roof Bolts After Repeated Bending ? Summary And Introduction. The National Institute for Occupational Safety and Health (NIOSH), 1958.

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