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A platform for research: civil engineering, architecture and urbanism
Analysis of bolted butt joints
General theoretical solution for load partition in double-lap butt joints is developed; solution is applicable to elastic and inelastic regions of bearing-type connections; computer program was developed to make solution practical; theoretical solution was compared with test results of large bolted connections; solution is used to study influence varying relative proportions of bolt shear area and net tensile area; study showed that increase in net plate area increased average shear strength of fasteners in longer joints.
Analysis of bolted butt joints
General theoretical solution for load partition in double-lap butt joints is developed; solution is applicable to elastic and inelastic regions of bearing-type connections; computer program was developed to make solution practical; theoretical solution was compared with test results of large bolted connections; solution is used to study influence varying relative proportions of bolt shear area and net tensile area; study showed that increase in net plate area increased average shear strength of fasteners in longer joints.
Analysis of bolted butt joints
ASCE -- Proc (J Structural Div)
Fisher, J.W. (author) / Rumpf, J.L. (author)
1965
23 pages
Article (Journal)
English
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| Engineering Index Backfile | 1968
| Engineering Index Backfile | 1963
| Engineering Index Backfile | 1951
| Engineering Index Backfile | 1967