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In this case the compressed zone depth that is unknown in existing design methods becomes a known value.
Definition of the HSC class lower limit, to be used in the compressed zone of a two-layer pre-stressed beam, is given.
Existing methods for design of reinforced concrete (RC) bending elements in the ultimate limit state are based on calculating the compressed zone depth of the section.
Therefore the compressed zone depth should be selected so that under the design load the neutral axis should pass through the section's CG.
The compressed zone of such beam section is made of high strength concrete (HSC), and the tensile one of normal strength concrete (NSC).
Design of normal strength concrete (NSC) elements that should be repaired using SFHSC can be based on general concepts for design of two-layer beams, consisting of SFHSC in the compressed zone and NSC without fibers in the tensile zone.
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Also, it was found that the stresses of the CMFST beams were always greater than the corresponding values of GFCMFST beams in both the tensioned and the compressed zones.
Compressed central zone usually does not show enhancement, whereas protrusion of BPH nodules does.
It follows that the verumontanum plays a crucial role to distinguish between the compressed central zone and protruding BPH.
But why is the neutral zone compressed to nothing?
Lymphatic vessels were evaluated according to the morphology of their lumina in the investigated tumor zone (compressed, mixed (compressed/open) and open).
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