Secondary Stresses in Bridge Trusses

Cover Secondary Stresses in Bridge Trusses
Secondary Stresses in Bridge Trusses
C R Carl Robert Grimm
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In the year 1890, Professor Ritter, of Aachen, published calculations as a result of theoretical considerations which place the velocity of the propagation of impulses in wrought iron as high as three miles per second, and Professor Mach showed optically the propagation of longitudinal vibrations. Professor Radinger treats the subject in his book on steam engines with high piston velocities, published in Vienna, 1892. In the same year appeared in " Zeitschrift des osterreichischen Ingenieur- un...d Architekten-Vereins," a paper of great interest to engineers on " Metal Constructions of the Future" by the late Professor Steiner.
In this paper Steiner shows how impulses can be made visible to the eye by the construction of a model of a bridge truss, each bar of the truss to be provided with a groove. If such a model is placed in a horizontal position and the grooves filled with quick- Digitized by Google IMPACT 87 silver, it is then possible to follow the propagation of an impulse, which has been made by the finger at any point of the truss.


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