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. |
From inside the book
Results 1-5 of 6
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... 4. Test results and analysis . 5 . 4.1 . Notations 4.2 . Load response 4.3 . Ultimate strength Discussion 6. Conclusions 7. References Contents H II 1 1 1 Flexural Behavior of Prestressed Concrete Composite Tee - Beams J.
... 4. Test results and analysis . 5 . 4.1 . Notations 4.2 . Load response 4.3 . Ultimate strength Discussion 6. Conclusions 7. References Contents H II 1 1 1 Flexural Behavior of Prestressed Concrete Composite Tee - Beams J.
Page 1
... response and ultimate load . The strength of the concrete for the compressive element can be reduced within limits from that required for the prestressed element without sacrificing ultimate load capacity . The required percentage of ...
... response and ultimate load . The strength of the concrete for the compressive element can be reduced within limits from that required for the prestressed element without sacrificing ultimate load capacity . The required percentage of ...
Page 5
... Response A flexural load applied on a reinforced concrete beam of a given cross section will require a specific APPLIED LOAD , KIPS X - Denotes point of failure 40 30 10 SU - 13 As fsy d : 925 in - KIPS in- KIPS - X 755 RU - 2 in - KIPS ...
... Response A flexural load applied on a reinforced concrete beam of a given cross section will require a specific APPLIED LOAD , KIPS X - Denotes point of failure 40 30 10 SU - 13 As fsy d : 925 in - KIPS in- KIPS - X 755 RU - 2 in - KIPS ...
Page 7
... response of the beam to loading prior to the onset of cracking . Subsequent to cracking , however , the curves are ordered in accordance with the moment index . In figure 8 a basic difference is seen in the overall characteristics of ...
... response of the beam to loading prior to the onset of cracking . Subsequent to cracking , however , the curves are ordered in accordance with the moment index . In figure 8 a basic difference is seen in the overall characteristics of ...
Page 10
... response for the beams in this investigation . It can also be seen in table 1 that the moment index ( Asfsyd ) values are in good general agreement with the respective measured ultimate moments for all the beams failing in tension ...
... response for the beams in this investigation . It can also be seen in table 1 that the moment index ( Asfsyd ) values are in good general agreement with the respective measured ultimate moments for all the beams failing in tension ...
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