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 7
Page 5
... in the grips in owever , indications from the tensile tests suggest that the manufacturers psi is valid . Test ... 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 -- 650 SU ...
... in the grips in owever , indications from the tensile tests suggest that the manufacturers psi is valid . Test ... 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 -- 650 SU ...
Page 6
... in - kips Mode of failure RU - 2 Monolithic Tension None .0012 .9 367 24.4 650 660 Tension None 4800 14.7 .0012 104 ... to act at the level of the steel for.
... in - kips Mode of failure RU - 2 Monolithic Tension None .0012 .9 367 24.4 650 660 Tension None 4800 14.7 .0012 104 ... to act at the level of the steel for.
Page 7
James Bryson, E. F. Carpenter. = 705 in - KIPS 510 in KIPS 8.0 10.0 MIDSPAN DEFLECTION , INCH FIGURE 7. Load - deflection relationship for pretensioned beams with bonded strand tendons . ( a ) ( b ) APPLIED LOAD , KIPS. force to act at ...
James Bryson, E. F. Carpenter. = 705 in - KIPS 510 in KIPS 8.0 10.0 MIDSPAN DEFLECTION , INCH FIGURE 7. Load - deflection relationship for pretensioned beams with bonded strand tendons . ( a ) ( b ) APPLIED LOAD , KIPS. force to act at ...
Page 8
James Bryson, E. F. Carpenter. ( a ) ( b ) APPLIED LOAD , KIPS 40 30 20 10 0 2 SU 13 - RU 2 SU 1 6 SB 8 10 SB 3 SU - 13 A f d S sy 925 in -kips RU - 2 755 in -kips SB - 3 705 in -kips SU 1 650 in -kips SB I 1 510 in -kips 12 14 16 ...
James Bryson, E. F. Carpenter. ( a ) ( b ) APPLIED LOAD , KIPS 40 30 20 10 0 2 SU 13 - RU 2 SU 1 6 SB 8 10 SB 3 SU - 13 A f d S sy 925 in -kips RU - 2 755 in -kips SB - 3 705 in -kips SU 1 650 in -kips SB I 1 510 in -kips 12 14 16 ...
Page 10
... in the shear zone under load . The expression Asfsyd is here shown to be a ... kips and the tendon size is 0.37 sq in . With these values as references ... and qu . measured steel stresses at failure . The results are the.
... in the shear zone under load . The expression Asfsyd is here shown to be a ... kips and the tendon size is 0.37 sq in . With these values as references ... and qu . measured steel stresses at failure . The results are the.
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