The Mechanical Properties of Wood: Including a Discussion of the Factors Affecting the Mechanical Properties, and Methods of Timber TestingRecord, Samuel J. (Samuel James)
Science
The Mechanical Properties of Wood: Including a Discussion of the Factors Affecting the Mechanical Properties, and Methods of Timber Testing
Record, Samuel J. (Samuel James)
Wood; Wood -- Testing
_Making the test_: After the specimen is fitted in the machine
the load is applied continuously at the rate of 22° per minute.
A troptometer is used in measuring the deformation. Readings are
made until failure occurs, the points being entered on the
cross-section paper. The character of the failure is described.
Moisture determinations are made by the disk method.
_Results_: The conditions of ultimate rupture due to torsion
appear not to be governed by definite mathematical laws; but
where the material is not overstrained, laws may be assumed
which are sufficiently exact for practical cases. The formulæ
commonly used for computations are as follows:
5.1 M
(1) T = -------
c^{3}
114.6 T f
(2) G = -----------
a c
a = angle measured by troptometer at elastic limit, in
degrees.
c = diameter of specimen, inches.
f = gauge length of specimen, inches. _G_ = modulus of
elasticity in shear across the grain, pounds per square
inch.
M = moment of torsion at elastic limit, inch-pounds.
T = outer fibre torsional stress at elastic limit, pounds per
square inch.
SPECIAL TESTS
_Spike-pulling Test_
Spike-pulling tests apply to problems of railroad maintenance,
and the results are used to compare the spike-holding powers of
various woods, both untreated and treated with different
preservatives, and the efficiency of various forms of spikes.
Special tests are also made in which the spike is subjected to a
transverse load applied repetitively by a blow.
For details of tests and results see:
Cir. 38, U.S.F.S.: Instructions to engineers of timber tests,
p. 26. Cir. 46, U.S.F.S.: Holding force of railroad spikes in
wooden ties. Bul. 118, U.S.F.S,: Prolonging the life of
cross-ties, pp. 37-40.
_Packing Boxes_
Special tests on the strength of packing boxes of various woods
have been made by the U.S. Forest Service to determine the
merits of different kinds of woods as box material with the view
of substituting new kinds for the more expensive ones now in
use. The methods of tests consisted in applying a load along the
diagonal of a box, an action similar to that which occurs when a
box is dropped on one of its corners. The load was measured at
each one-fourth inch in deflection, and notes were made of the
primary and subsequent failures.
For details of tests and results, see:
Cir. 47, U.S.F.S.: Strength of packing boxes of various woods.
Cir. 214, U.S.F.S.: Tests of packing boxes of various forms.
_Vehicle and Implement Woods_
Tests were made by the U.S. Forest Service to obtain a better
knowledge of the mechanical properties of the woods at present
used in the manufacture of vehicles and implements and of those
which might be substituted for them. Tests were made upon the
following materials: hickory buggy spokes (see Fig. 5); hickory
and red oak buggy shafts; wagon tongues; Douglas fir and
southern pine cultivator poles.
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