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A Dissertation submitted in partial fulfilment of the require
ColdStretching Steel does not Lower its Elastic Limit in Compression
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aged or tempered amorphous cement theory amorphous metal amorphous steel axis bar of mild Bauschinger Bauschinger's Beilby boiled brace cent clamped cold-stretched steel cold-twisted cold-worked steel compression specimen compression tests compressive stresses crushing strength crystal grains curves on Diagrams Diagram IV diameter direction of cold-working ductility Edward D effects of cold-drawing effects of cold-working effects of tempering electric resistivity exemplified by curve fracture high elastic limit hot-rolled limit in compression limit in tension load lowered mild steel obtained original elastic limit overstrain perfect the elastic pivot pounds per square properties of steel radian reduction of area rupturing section C-C shafts slip bands specific gravity specimen cold-compressed specimen of mild specimens tested square inch statement is exemplified steel balls steel is cold-worked straight line stress-strain curves subsequently tested temperature tensile stresses tension and compression tested in compression tested in tension torsion twisting Watertown Arsenal wedge grips yield point