A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Results of 106 tests of differently proportioned steel plates are presented in this paper. The specimens were loaded in tension by means of 3-in. steel pins which passed through holes in either end of the plate. The effects of plate thickness, side and bottom edge distances, and pin clearance were studied in relation both to the general yield and the ultimate strength of the links. The “dishing” phenomenon, which greatly reduces the ultimate strength of thin plates unsupported laterally, was given particular attention. Empirical formulas are given for predicting the general yield and ultimate strength of the plates, together with formulas for producing a pin-plate connection of balanced design.
Results of 106 tests of differently proportioned steel plates are presented in this paper. The specimens were loaded in tension by means of 3-in. steel pins which passed through holes in either end of the plate. The effects of plate thickness, side and bottom edge distances, and pin clearance were studied in relation both to the general yield and the ultimate strength of the links. The “dishing” phenomenon, which greatly reduces the ultimate strength of thin plates unsupported laterally, was given particular attention. Empirical formulas are given for predicting the general yield and ultimate strength of the plates, together with formulas for producing a pin-plate connection of balanced design.
Pin-Connected Plate Links
Johnston, Bruce G. (author)
Transactions of the American Society of Civil Engineers ; 104 ; 314-336
2021-01-01
231939-01-01 pages
Article (Journal)
Electronic Resource
Unknown
| Engineering Index Backfile | 1939
| Engineering Index Backfile | 1938
Discussion of “Hussey on Pin-Connected Plate Links”
| ASCE | 2021
Closure to “Johnston on Pin-Connected Plate Links”
| ASCE | 2021
DEPARTMENTS - Missing Links - Toward a better-connected industry
Online Contents | 2001