So your surprised that a solid piece of pipe with a solid pipe wall can restrain to some extent the longitudinal pressure thrust, really?????
Pipe A will only develop the anchorage load based on pressure elongation of the element which in this case will be a function of modulus E.
Imagine the Pipe A with both ends capped on the ground before you being pressurized.... with a very precise distance measurement device watching its over all length. How many thousandths of an inch would it grow by???
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Best Regards,
John C. Luf