A platform for research: civil engineering, architecture and urbanism
Load capacity limited either by fatigue strength or yield point of bolts; when latter applies, suitable tightening presumed, stiffness factor ratio of bolts and abutments has no effect on capacity of joint, which is maximum; range of this desirable condition discussed.
Load capacity limited either by fatigue strength or yield point of bolts; when latter applies, suitable tightening presumed, stiffness factor ratio of bolts and abutments has no effect on capacity of joint, which is maximum; range of this desirable condition discussed.
Strength calculations of bolted joints
Engineer
Boomsma, M. (author)
Engineer ; 203
1957
2 pages
Article (Journal)
English
© Metadata Copyright Elsevier B. V. All rights reserved.
Strength of Bolted Joints in Ferrocement
Online Contents | 1994
|Strength of Bolted Joints in Ferrocement
Online Contents | 1994
|Strength of Bolted Joints in Ferrocement
British Library Online Contents | 1994
|Fatigue Strength of High Strength Bolted Tensile Joints
British Library Conference Proceedings | 1995
|Surface treatment of high-strength bolted joints
Engineering Index Backfile | 1968
|