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The Structural Engineer, Volume 22, Issue 3, 1944
FIG 1. Mx=u - VB(L-X)+ MB ................................. (1) x not greater than a for external applied load. U = P (a - x) ................................................... (2) Recalling method (4) (see page 112) *we have... S.A. Loveland
On the other hand, the analogy between notched bars, as shown in Fig. 2 of Dr. Abeles’ contribution, and a bar firmly gripped in concrete was obvious. Fig. 30, reproduced from (28), clearly illustrated the effect of a notch on the stress-strain diagram.
The following is a short synopsis of the paper read by Mr. Alfred C. Bossom, F.R.I.B.A., M.P., at a meeting of the Yorkshire Branch of the Institution of Structural Engineers, held at Leeds on the 22nd Januay, 1944.