. The critical external pressure of cylindrical tubes under uniform radial and axial load. Tubes; Strength of materials. 10 buckling of rods. According to these, as is well known, the critical pressure for a rod of slenderness ratio r/1 is determined by means of two constants c and K by the formula k = K(1 - c 1/r) (14) where for mild steel K = 3100 kg/cm2 (44,000 lb. per sq. in.) and c = FIG. 4. GRAPH FOR DETERMINATION OF BUCKLING PRESSURE. One might so interpret Eq. (14), as if in place of the actual elastic modulus, E, the expression E - *V^ • (15). Please note that these images a
. The critical external pressure of cylindrical tubes under uniform radial and axial load. Tubes; Strength of materials. 10 buckling of rods. According to these, as is well known, the critical pressure for a rod of slenderness ratio r/1 is determined by means of two constants c and K by the formula k = K(1 - c 1/r) (14) where for mild steel K = 3100 kg/cm2 (44,000 lb. per sq. in.) and c = FIG. 4. GRAPH FOR DETERMINATION OF BUCKLING PRESSURE. One might so interpret Eq. (14), as if in place of the actual elastic modulus, E, the expression E - *V^ • (15). Please note that these images are extracted from scanned page images that may have been digitally enhanced for readability - coloration and appearance of these illustrations may not perfectly resemble the original Von Mises, Richard, 1883-1953; U. S. Experimental Model Basin. Washington, D. C. , U. S. Experimental Model Basin, Navy Yard
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Keywords: ., bookcentury1900, booksubjectstrengthofmaterials, booksubjecttube
