Static and dynamic camber behavior of uniaxial and biaxial post-tensioned fully, limited, and partially unbonded pre-stressed concrete slab

Pre-stressed members in various structures are gaining popularity among engineers many parts of the world because pre-stressed strands offer better stability, serviceability, economy, aesthetics, and structural efficiency. The profile strand greatly influences tensile strength concrete. force exerted by on concrete counterbalances internal forces. A construction engineer’s principal goal is to build an excellent structure without sacrificing agility cost-effectiveness. This study’s main objective model numerically different slabs understand predict upward deflection (camber) behavior uniaxial biaxial pre-stressing unbonded static dynamic maximum moments considering previous experimental work as a benchmark for validation. Particular emphasis was placed post-tensioned slab parameters that influence mid-span deflections linear nonlinear crack analysis. study also investigated effect profiles, areas, number strands, eccentricities, loading types, level. It looked into full partial with directions. numerical characteristics terms members’ natural frequency such were found. used finite element analysis cracked sections concluded one-way two-way partially unbounded affected strand’s profile, area, eccentricity; type value; level analyses.