Accession Number : AD0617411
Title : BEHAVIOR OF CONTINUOUS COMPOSITE MEMBERS UTILIZING PRECAST-PRESTRESSED CONCRETE RODS AS REINFORCEMENT.
Descriptive Note : Master's thesis,
Corporate Author : TEXAS UNIV AUSTIN
Personal Author(s) : Hines,Frank L.
Report Date : MAY 1965
Pagination or Media Count : 91
Abstract : An experimental and analytical investigation was made concerning the improvement of continuous prestressed concrete structures. The type of members selected for study were a double cantilever specimen and a multiple span girder. Of prime importance in this investigation were the effectiveness and practicality of using precast-prestressed concrete reinforcing rods to develop the continuity bending moment at the section where precast-prestressed elements were joined. For both of the specimens tested in this study, two precast beams were made continuous for negative moment at an interior support.
Descriptors : (*REINFORCED CONCRETE, BEAMS(STRUCTURAL)), (*BEAMS(STRUCTURAL), REINFORCED CONCRETE), CANTILEVER BEAMS, REINFORCING MATERIALS, RODS, LOADS(FORCES), FRACTURE(MECHANICS), STRESSES, DEFORMATION, STRUCTURES, CASTINGS
Distribution Statement : APPROVED FOR PUBLIC RELEASE