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RSC
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1.1
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Box compression strength of C-flute versus A-flute combined board and strength of asymmetric CB-flute versus BC-flute.
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1.2
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Effect of high moisture content in the outer linerboard on the differentiation between CB-flute versus BC-flute.
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1.3
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Box compression strength in all possible loading directions and effect of conventional linerboard versus high-strength linerboard on directional strength.
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ECT
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2.1
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Determination of CD and MD edge crush strength, bending stiffness, and utilization of default materials. Determination of weakest component.
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2.2
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Effect of containerboard properties on combined board strength and effect of asymmetric construction on board strength versus box strength.
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2.3
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Effect of flute size on combined board edge crush strength.
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2.4
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Effect of containerboard basis weight, with stress-strain properties fixed, on combined board strength and effect of stress-strain properties, with basis weight fixed, on strength.
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PPR
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3.1
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Determination of containerboard stress-strain properties, independent of basis weight, from a range of basis weight data.
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3.2
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Estimation of containerboard stress-strain properties from only a partial collection of material test data.
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3.3
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Specifying a default linerboard and a default corrugating medium.
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Flute
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4.1
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Default flute profiles.
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4.2
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Effect of variations from the default C-flute profile on combined board strength.
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4.3
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Specifying a flute profile from measurements of the combined board versus measurements of the corrugating rolls.
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