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SP-216
Fiber reinforcement is one of the most effective ways of enhancing the resistance of concrete to dynamic loads. This Symposium Publication has 14 papers relating to the innovations in fiber-reinforced concrete on topics including fire performance/resistance, high-strength concrete, piezoelectricity and pyroelectricity, steel fibers, tensile test and tensile creep, and much more. Contents: by Y. Akkaya, S.P. Shah, and M. Ghanderhari SP-216-2: Effect of Specimen Size on the Compressive Response of High Strength Concrete Containing Fibers and Spiral Steel Reinforcement by G. Campione and S. Mindess SP-216-3: High Strength Lightweight Aggregate Fiber-Reinforced Concrete (HS-LWA FRC) Filled Steel Tube Columns for Increased Seismic Resistance by J. Punchin, N. Krstulovic-Opara, and B. Brezac SP-216-4: Fiber Reinforced High Strength Concrete: Residual Strength and Pore Structure Subjected to High Temperatures by X. Luo, W. Sun, Y.M. Zhang, and S.Y.N. Chan SP-216-5: Strength and Size Effects in Fiber Reinforced Materials by S. Cattaneo and G. Rosati SP-216-6: Shear Capacity of Concrete Beams Containing Longitudinal Reinforcement and Steel Fibers by D. Dupont and L.Vanderwalle SP-216-7: Steel Belted...Steel Fibers Reinforce Houston's Beltway 8 by J.H. Loper and C.P.Henry SP-216-8: Fiber-Reinforced Cement for Piezoelectricity and Pyroelectricity by S. Wen and D.D.L Chung SP-216-9: Dynamic Splitting Tensile Strength of SFRC - An Experimental and Numerical Investigation by T.S. Lok and G. Lu SP-216-10: A New Look at Tensile Creep of Fiber-Reinforced Concrete by S.A. Altoubat and D.A. Lange SP-216-11: Tensile Response of HPFRC Composites Using Twisted Polygonal Steel Fibers by C. Sujivorakul and A.E. Naaman SP-216-12: A Design Method for Punching Shear Strength of Steel Fiber Reinforced Concrete Slabs by D.D. Theodoarakopoulos and R.N. Swamy SP-216-13: Crack Growth Resistance of Fiber-Reinforced Concrete Under Drop-Weight Impact Loading by V. Bindiganavile and N. Banthia SP-216-14: Fiber Reinforcement for Minimizing Spalling in High Strength Concrete Structural Members Exposed to Fire by V.K.R. Kodur |
ACI
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