However I discovered There exists variation in values of dynamic strain at inlet and exit (though minor). SO which tension really should I take into consideration for appropriate stress drop.
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Be sure that Large Deflection is turned on in the second structural analysis. This will provide you with the deflection because of the load just as buckling sets in. Expanding the load following that will induce the article-buckling deflections.
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You have to be considering full strain. And dynamic strain is not going to stay constant because the move will go throughout the pipe. The velocity profile is modifying the dynamic tension will modify. At outlet we specify static force.