Conclusions
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1.
The change in the strength of ugleplast when manufacturing specimens with a damaged surface can be explained by the successive influences of the surface and volume scale effects.
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2.
When calculating large constructions one should use the data of laboratory investigations on standard specimens without introducing the scale factor.
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3.
When loading the material along the lines of orientation of the particles of the wood admixture the compression strength should be taken to be one-half that of the standard.
Literature Cited
L. I. Baron and V. M. Kurbatov, On the Problem of the Effect of the Scale Factor in Testing Rocks for Splitting. Coll.: Scientific Investigations on Mining of Coal and Ore Deposits [in Russian], Moscow, Gosgortekhizdat (1959).
I. G. Melnikidze, On the Effect of the Shape and Size of Rock Samples on their Mechanical Properties [in Russian], Gornyi zh., No. 9 (1959).
G. N. Kuznetsov, Mechanical Properties of Rocks [in Russian], Moscow, Ugletekhizdat (1947).
B. M. Ginzburg, Characteristics of Tensile Testing by Tensile-Testing Machines [in Russian], Plasticheskie massy, No. 3 (1964).
V. I. Égiz. Deformation and Strength Properties of Glass Laminates [in Russian], Plasticheskie massy, No. 11 (1964).
M. I. Koifman, Effect of Size on the Strength of Rock Specimens. Coll.: Investigation of the Physicomechanical Properties of Rocks Applicable to Problems of Managing Rock Pressure [in Russian], Moscow, Izd. AN SSSR (1962).
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Translated from Fiziko-Tekhnicheskie Problemy Razrabotki Poleznykh Iskopaemykh, No. 3, pp. 144–145, May–June, 1965
Publisher's note. “Ugleplast” literally means coal or carbon plastic, it is not otherwise identified.
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Zatonskikh, A.T., Volkova, G.I. & Krivoshchekova, N.P. The effect of the scale factor on the strength of ugleplast. Soviet Mining Science 1, 296–298 (1965). https://doi.org/10.1007/BF02501972
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DOI: https://doi.org/10.1007/BF02501972