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What is Experimental and Numerical Analysis of Deflection of Posttensioned Lightweight Concrete Slabs about?

This study investigates the deflection behavior of posttensioned lightweight concrete slabs through experimental and numerical analysis using the RAM Concept program. It evaluates the effects of different mixture designs and span lengths, comparing short-term and long-term deflections as predicted by various design codes. The findings highlight significant discrepancies in deflection estimates and emphasize the importance of considering mechanical properties and code provisions in structural design.

Author

wanihilal0968

Language

EN