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Punching Behavior of RC Flat Slabs by IAEME Publication is a document available to read on EtoBox.

The document discusses a numerical investigation of using textile-reinforced mortar (TRM) and fiber-reinforced polymer (FRP) to strengthen reinforced concrete flat slabs against punching shear failure. A finite element analysis was conducted to analyze 8 slab specimens with different strengthening techniques and load eccentricities. The results showed that TRM increased stiffness but was less effective than FRP at increasing load capacity. Smaller TRM mesh sizes further increased stiffness and decreased duc

Author

IAEME Publication

Language

EN