Download presentation
Presentation is loading. Please wait.
Published byArmani Coale Modified over 9 years ago
1
CAD BUREAU – Computer Added Bureau, Skopje, Macedonia Time-depended Behavior of Prestressed Concrete Members Prof. Kokalanov Gorgi Asist. Markovski Goran Asist. Mihajlov Vikotr Faculty of Civil Engineering, Skopje, Macedonia
2
CAD BUREAU Computer Added Bureau, Skopje, Macedonia An influence of live load under time-dependent behavior of prestressed concrete members is considered. The experimental program includes 3 series ( A, B,V) of prestressed concrete simple beams with dimensions 15/28 cm and L=2,80 m span. There are 4 groups of beams in each series.
3
CAD BUREAU – Computer Added Bureau, Skopje, Macedonia Time-dependent behavior of prestressed concrete members
4
CAD BUREAU – Computer Added Bureau, Skopje, Macedonia First group beams were testing at short - time load until breaking at t=40 days. Second group will be tested until breaking at t=400 days. Third group after 10 days of prestressing two concentrated forces are applied. There is no cracking. These beams are under sustained load for 360 days. Fourth group beams with same sustained load as third plus cyclic live load (two concentrated forces). These forces act at time steps of 12 hours (12 hours Fg+Fp, another 12 hours only Fg). The load ( Fg+Fp) is sufficient to produce cracking. prestressed at t=30days Time-dependent behavior of prestressed concrete members
5
CAD BUREAU Computer Added Bureau, Skopje, Macedonia Mathematical Model The beam is divided into 30 shell (QUAD) elements. The elements are divided into 20 layers. For each layer, the allowable stresses are obtained from the strain-distribution of the pure concrete with the lower value value of tensile strength FCTK. The compression stresses is limited as well due the relation of the principle stresses. The steel forces include tension stiffening effect. Time-dependent behavior of prestressed concrete members
6
CAD BUREAU – Computer Added Bureau, Skopje, Macedonia Time-dependent behavior of prestressed concrete members
7
CAD BUREAU Computer Added Bureau, Skopje, Macedonia Material concrete FC = maximum uniaxial pressure FCT = average tensile strength fuer tension stiffening FCTK = lower value of tensile strength for pure concrete The biaxial compression stress is limited due to the relation of the principal stresses: Biaxial behavior acc. Kupfer-Hilsdorf-Rüsch acc. to the relation of the principal stresses Time-dependent behavior of prestressed concrete members
8
CAD BUREAU – Computer Added Bureau, Skopje, Macedonia With the obtained max. value of beta-ic a uniaxial stress-strain-relation is built for each layer and each element : Tension is limited in both principal stress directions to beta-z: Uniaxial stress-strain-relation for tension Uniaxial stress-strain-relation in case of compression Time-dependent behavior of prestressed concrete members
9
CAD BUREAU – Computer Added Bureau, Skopje, Macedonia Material steel Standard is a bilinear stress-strain-relation with yield limitation. Trilinear relation is possible within a manual input: The tension stiffening effect is included according Eurocode 2 and results in a crack-width w k,cal : w k,cal = 1.7 a m sm Time-dependent behavior of prestressed concrete members
10
CAD BUREAU – Computer Added Bureau, Skopje, Macedonia Creep and shrincage Concrete creep-strains are calculated with a rough method of decreasing the concrete modulus of elasticity E-creep = E-linear * 1/(1+phi) with a total creep value phi. The modulus of elasticity of the steel is not changed. Shrincage is analized with a strain-load that acts only on the concrete and not on the reinforcement. Time-dependent behavior of prestressed concrete members
11
CAD BUREAU – Computer Added Bureau, Skopje, Macedonia TEST SPECIMENS NUMBER OF TEST SPECIMENS PROPERTY AGE OF CONCRETE AT TESTING CUBE 20 9 COMPRESS IVE STRENGTH OF CONCRETE t=40 9 t=400 CYLINDER 15/30 6+3 MODULUS OF ELASTICITY t=40 6+3t=400 PRISM 10/10/ 50 6 FLEXURAL TENSILE STRENGTH OF CONCRETE t=40 t=400 6 PRISM 12/12/36 3SHRINKAGEt=400 PRISM 12/12/36 3+3CREEPt=400 Time-dependent behavior of prestressed concrete members
12
CAD BUREAU – Computer Added Bureau, Skopje, Macedonia TensionBending PAB/87 CEB-FIP MC90 Tensile strength Time-dependent behavior of prestressed concrete members
13
CAD BUREAU – Computer Added Bureau, Skopje, Macedonia Experimentally: Prof. D. Ivanov, Faculty of Civil Engineering, Skopje Reference: Concrete Society Technical Report N 0 23 Partially prestressing Report of a Concrete Society Working Party. The stress of which cracking becomes visible corresponds approximately to the modules of rupture (normal tensile strength due to bending of unreinforcement concrete) It is about twice the tensile strength of the concrete. Tensile strength Time-dependent behavior of prestressed concrete members
14
CAD BUREAU – Computer Added Bureau, Skopje, Macedonia Time-dependent behavior of prestressed concrete members
15
CAD BUREAU – Computer Added Bureau, Skopje, Macedonia Time-dependent behavior of prestressed concrete members
16
CAD BUREAU – Computer Added Bureau, Skopje, Macedonia Time-dependent behavior of prestressed concrete members
17
CAD BUREAU – Computer Added Bureau, Skopje, Macedonia Time-dependent behavior of prestressed concrete members
18
CAD BUREAU – Computer Added Bureau, Skopje, Macedonia Bridge Zdunje L=358m, H=63.89 Time-dependent behavior of prestressed concrete members
19
CAD BUREAU – Computer Added Bureau, Skopje, Macedonia Cross Sections Midspan Support Column Time-dependent behavior of prestressed concrete members
20
CAD BUREAU – Computer Added Bureau, Skopje, Macedonia Construction Stage 1 Time-dependent behavior of prestressed concrete members
21
CAD BUREAU – Computer Added Bureau, Skopje, Macedonia Construction Stage 9 Time-dependent behavior of prestressed concrete members
22
CAD BUREAU – Computer Added Bureau, Skopje, Macedonia Time-dependent behavior of prestressed concrete members
23
CAD BUREAU – Computer Added Bureau, Skopje, Macedonia Time-dependent behavior of prestressed concrete members Dead Load
24
CAD BUREAU – Computer Added Bureau, Skopje, Macedonia Time-dependent behavior of prestressed concrete members Prestresses forces
25
CAD BUREAU – Computer Added Bureau, Skopje, Macedonia Time-dependent behavior of prestressed concrete members Equipment
26
CAD BUREAU – Computer Added Bureau, Skopje, Macedonia Time-dependent behavior of prestressed concrete members Additional Load
27
CAD BUREAU – Computer Added Bureau, Skopje, Macedonia Time-dependent behavior of prestressed concrete members D. Displacement – dead load
28
CAD BUREAU – Computer Added Bureau, Skopje, Macedonia Time-dependent behavior of prestressed concrete members P. Displacement – prestressed forces
29
CAD BUREAU – Computer Added Bureau, Skopje, Macedonia Time-dependent behavior of prestressed concrete members E. Displacement – equipment
30
CAD BUREAU – Computer Added Bureau, Skopje, Macedonia Time-dependent behavior of prestressed concrete members A. Displacement – additional loads
31
CAD BUREAU – Computer Added Bureau, Skopje, Macedonia Time-dependent behavior of prestressed concrete members C. Displacement - creep
32
CAD BUREAU – Computer Added Bureau, Skopje, Macedonia Time-dependent behavior of prestressed concrete members Displacement (D+P+E+A) / (D+P+E+A+C)
Similar presentations
© 2024 SlidePlayer.com Inc.
All rights reserved.