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Flexural Behavior of Composite Precast Concrete Sandwich Panels With Continuous Truss Connectors
112 Two series of composite precast concrete sandwich panel (PCSP) systems containing various connector reinforcement and construction details were tested in flexure. Panels of one series utilized details similar to certain commercially produced panels, while the second series panels contained modified details to better evaluate interface shear transfer behavior. Results of static testing indicated that a high degree of composite stiffness and composite flexural capacity can be attained withdoi:10.15554/pcij.03011994.112.121 fatcat:j2ddfs7v25gtvjgpct5bqqn6ym