Calibration of Alloy Steel Bolts: Fid-Bau Portal

Fachinformationsdienst BAUdigital

A platform for research: civil engineering, architecture and urbanism

Calibration of Alloy Steel Bolts

Christopher, R.J. / Kulak, G.L. / Fisher, J.W.

Performance of alloy steel structural bolts when subjected to various conditions of installation and load was determined; bolts investigated were ASTM A354 Grades BC and BD and ASTM A490; variables included bolt diameter, grip length, thread length under nut, and thread lubrication; problems investigated included behavior of bolts loaded in tension by either direct axial force or by torque, response of bolts installed by torquing to subsequent application of direct tension, effect of reinstallation, differences between tests performed in hydraulic load cell and field behavior of bolts, incremental vs continuous torquing, and effect of thread lubrication; conclusions and recommendations are made concerning alloy steel bolts used as structural fasteners.

Access

Check availability in my library

Page navigation

Document information

Export, share and cite

Calibration of Alloy Steel Bolts

Christopher, R.J. / Kulak, G.L. / Fisher, J.W.

Performance of alloy steel structural bolts when subjected to various conditions of installation and load was determined; bolts investigated were ASTM A354 Grades BC and BD and ASTM A490; variables included bolt diameter, grip length, thread length under nut, and thread lubrication; problems investigated included behavior of bolts loaded in tension by either direct axial force or by torque, response of bolts installed by torquing to subsequent application of direct tension, effect of reinstallation, differences between tests performed in hydraulic load cell and field behavior of bolts, incremental vs continuous torquing, and effect of thread lubrication; conclusions and recommendations are made concerning alloy steel bolts used as structural fasteners.

Calibration of Alloy Steel Bolts

Christopher, R.J. / Kulak, G.L. / Fisher, J.W.

Performance of alloy steel structural bolts when subjected to various conditions of installation and load was determined; bolts investigated were ASTM A354 Grades BC and BD and ASTM A490; variables included bolt diameter, grip length, thread length under nut, and thread lubrication; problems investigated included behavior of bolts loaded in tension by either direct axial force or by torque, response of bolts installed by torquing to subsequent application of direct tension, effect of reinstallation, differences between tests performed in hydraulic load cell and field behavior of bolts, incremental vs continuous torquing, and effect of thread lubrication; conclusions and recommendations are made concerning alloy steel bolts used as structural fasteners.

Access

Check availability in my library

Page navigation

Document information

Export, share and cite

Document information

Title:

Calibration of Alloy Steel Bolts

Additional title:

ASCE -- Proc (J Structural Div)

Contributors:

Christopher, R.J. (author) / Kulak, G.L. (author) / Fisher, J.W. (author)

Published in:

American Society of Civil Engineers -- Proceedings (Journal of Structural division) ; 92

Publication date:

1966

Size:

22 pages

Type of media:

Article (Journal)

Type of material:

Print

Language:

English

Keywords:

© Metadata Copyright Elsevier B. V. All rights reserved.

Similar titles

Calibration of A325 bolts

Rumpf, J.L. / Fisher, J.W. | Engineering Index Backfile | 1963

Strength of heat treated alloy steel bolts

Sachs, G. / Cole, P.S. / Roth, R.A. | Engineering Index Backfile | 1943

Calibration Tests of A490 high-strength bolts

Troup, E.W.J. / Chesson, Jr., E. | Engineering Index Backfile | 1964

Self-resetting steel coupling beam using shape memory alloy bolts

XU XIAN / LUO YAOZHI | European Patent Office | 2015

Free access

Calibration Tests of A490 High-Strength Bolts

Sterling, G.H. / Troup, E.W.J. / Chesson, Jr., E. et al. | Engineering Index Backfile | 1965