BEHAVIOR OF CONCRETE BEAMS REINFORCED WITH STEEL PLATES SUBJECTED TO DYNAMIC LOADS
A TOTAL OF 26 COMPOSITE BEAMS AND 14 DIRECT-SHEAR SPECIMENS WERE LOADED WITH DYNAMIC AND STATIC LOADS TO DETERMINE BEAM BEHAVIOR AND STUDY CAPACITIES. THE MAIN VARIABLES STUDIED WERE STUD DIAMETER, CONCRETE STRENGTH, EFFECT OF THE TYPE OF LOADING, EFFECT OF NUMBER OF STUDS PER SHEAR SPAN AND EFFECT OF USING WEB REINFORCEMENT. STUD CAPACITIES DETERMINED FROM DYNAMIC DIRECT-SHEAR TESTS COMPARED VERY WELL WITH THOSE DETERMINED FROM BEAM TESTS. THE STUD CAPACITIES VARIED DIRECTLY WITH STUD CROSS- SECTIONAL AREA AND CONCRETE STRENGTH. /AUTHOR/
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Supplemental Notes:
- Vol 64, No 10, PP 662-668, 6 FIG, 3 REF
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Authors:
- Perry, E S
- Burns, N H
- Thompson, J N
- Publication Date: 1967-10
Media Info
Subject/Index Terms
- TRT Terms: Beams; Composite materials; Concrete; Concrete tests; Cross sections; Diameter; Direct shear tests; Dynamic loads; Flexural strength; Material reinforcement; Reinforced concrete; Steel plates; Strength of materials; Structural tests; Studs
- Uncontrolled Terms: Composite beams; Concrete beams
- Subject Areas: Bridges and other structures; Highways;
Filing Info
- Accession Number: 00208371
- Record Type: Publication
- Files: TRIS
- Created Date: Dec 29 1994 12:00AM