Flexural Behavior of Prestressed Concrete Composite Tee-beamsU.S. National Bureau of Standards, 1970 - 12 pages Prestressed Tee-beams constructed by the split-beam method were tested to failure in flexure to study the behavior and ultimate strength of these beams and to compare their flexural characteristics with those of prestressed beams of conventional construction. Results showed that composite split-beams behaved similarly to the monolithically constructed beams on the basis of flexural response and ultimate load. |
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Results 1-5 of 5
Page 1
... prestressing steel , strength of concrete in the compressive element of the composite split - beams , manner of prestressing ... TENDON LOCATION FOR MONOLITHIC TENDON LOCATION FOR SPLIT - BEAMS. A notable departure from the usual concept of ...
... prestressing steel , strength of concrete in the compressive element of the composite split - beams , manner of prestressing ... TENDON LOCATION FOR MONOLITHIC TENDON LOCATION FOR SPLIT - BEAMS. A notable departure from the usual concept of ...
Page 2
James Bryson, E. F. Carpenter. TENDON LOCATION FOR MONOLITHIC TENDON LOCATION ... prestressing the tensile element , the zone of the split - beam that will ... prestressing tendon in the cross section given for both the monolithic beam and ...
James Bryson, E. F. Carpenter. TENDON LOCATION FOR MONOLITHIC TENDON LOCATION ... prestressing the tensile element , the zone of the split - beam that will ... prestressing tendon in the cross section given for both the monolithic beam and ...
Page 4
... prestressing tendon extended up to the midheight of the flange and out 6 in horizontally on both sides . The tendon in the monolithic beam was located 6.1 in below the center of gravity for the Tee section and the prestress force was ...
... prestressing tendon extended up to the midheight of the flange and out 6 in horizontally on both sides . The tendon in the monolithic beam was located 6.1 in below the center of gravity for the Tee section and the prestress force was ...
Page 5
... tendon for unbonded beams , concrete surface , and the extent of orded . The time required for these om 3 to 5 min and the time for the from 60 to 90 min ... Prestressing steel Test procedure Test results and analysis Notations Load response.
... tendon for unbonded beams , concrete surface , and the extent of orded . The time required for these om 3 to 5 min and the time for the from 60 to 90 min ... Prestressing steel Test procedure Test results and analysis Notations Load response.
Page 11
... steel ratios , tendon loca- tion , and initial stress gradient discontinuity in the split - beams had no adverse effect on the ultimate load performances of these beams over a wide range of concrete strengths in the compressive elements ...
... steel ratios , tendon loca- tion , and initial stress gradient discontinuity in the split - beams had no adverse effect on the ultimate load performances of these beams over a wide range of concrete strengths in the compressive elements ...
Common terms and phrases
25 cents 680 Tension APPLIED LOAD Applied Technology automatic data processing beams of conventional beams with bonded Behavior of Prestressed bottom fiber Building Science Series Bureau of Standards Cement and Concrete composite construction composite section composite split-beams Composite stirrups 12 compression zone compressive element Compressive Strengths compressive stress Concrete Composite Tee-Beams Concrete Properties concrete strengths construction joint conventional composite beam cross section dynamometer flange Flexural Behavior flexural characteristics Hognestad in-kips index Asfsyd Institute for Applied interface Interrelations Between Cement jacking arrangement load response Load-deflection relationship measured ultimate moments MIDSPAN DEFLECTION monolithic beam National Bureau neutral axis performance pfsu Portland Cement post-tensioned beams prestressed beams Prestressed Concrete Composite prestressing steel prestressing tendon pretensioned beams reinforced concrete Resistance Standard Reference strength of concrete stress block stress conditions stress-strain Stress-strain curves TENDON LOCATION tensile element Tension Composite stirrups U.S. DEPARTMENT U.S. Government Printing ultimate load ultimate strength yield strength