Approximate Estimate of Time Dependent Tendon Losses |
|||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
|
|||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
|
|||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
Tendon losses are approximated without considering time dependent properties in detail through construction stage analysis. This approximate method is generally used for preliminary design. The program calculates approximate tendon losses separating into instantaneous losses and time dependent losses. Instantaneous losses include losses due to friction, anchorage slip and elastic shortening. Time dependent losses include creep, shrinkage and relaxation. In case of Lump Sum Estimate Method, losses due to creep, shrinkage and relaxation are combined into single values, which are produced under the creep/shrinkage loss column. This function is supposed to be applied to the model in which construction stages are not defined. After the analysis, the prestress losses can be viewed using the Results Tables > Tendon > Tendon Approximate Loss menu. Approximate Estimate of Time Dependent Tendon Losses cannot be calculated with following analysis simultaneously. - Different boundary conditions assigned to different load cases (Analysis > Boundary Change Assignment to LoadCase/Analys) - Analysis reflecting stiffness before/after composite action (Load > Composite Section Analysis Data > Load Cases for Pre-Composite Section) |
|||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
|
|||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
|
|||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
|
|||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
From the Main Menu select Analysis > Analysis Control > Approximate Tendon Losses |
|||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
|
|||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
|
|||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
1. Tendon losses as per AASHTO LRFD 06 ) Estimation MethodSelect the estimation method. (Rational Approximate Method or Lump Sum Method)
Rational Approximate MethodTime dependent long-term losses of precast and pretension members due to creep, shrinkage and relaxation of the tendon under the normal loads and conditions can be calculated as the following equation (1) provided that the following conditions are satisfied.
Where,
If project-specific information is not available, the value of
Lump Sum MethodApproximate time dependent tendon losses by Lump Sum Method are due to creep, shrinkage and relaxation of tendon. Tendon losses are obtained from the table 1 provided that the compressive strength of concrete members, except for composite slabs, exceeds 24MPa. Losses due to elastic shortening are not considered here, which need to be separately considered. For segmental concrete bridges, lump sum loses may be used only for preliminary design purposes. For members made from structural low-density concrete, the values specified in Table 1 shall be increased by 35MPa. For low-relaxation strands, the values specified in Table 1 may be reduced by:
Table 1. Time dependent tendon losses by Lump Sum Estimate Method
Upper bound represents that the concrete is under unfavorable conditions such as low compressive strength, low relative humidity and wet curing. Partial Prestress Ratio (PPR) is defined as following equation (2).
2. Tendon losses as per PCI Bridge Design Manual '04 Estimation MethodSelect the estimation method. (Refined Estimate Method or Lump Sum Estimate Method)
Refined Estimate MethodTime dependent tendon losses of Refined Estimate Method as per PCI Bridge Design Manual '04 are the same as AASHTO LRFD Specification and AASHTO Standard Specification 2004. (1) Losses due to shrinkage □ For pretensioned members:
□ For post-tensioned members:
(2) Losses due to creep Both pretension and post-tension members are calculated by following equation.
(3) Losses due to relaxation immediately preceding prestressing the tendon Losses due to stress relaxation of the low-relaxation tendon are calculated by the following equation (1) from the prestressing force of the tendon immediately after anchoring the tendon. Equation (1) is derived from AASHTO LRFD Specification 2004, and it is the same as Maguras equation in the program.
(4) Losses due to stress relaxation after prestressing the tendon Losses due to stress relaxation after prestressing the tendon, □ For pretension members
□ For post-tension members
Lump Sum Estimate MethodTime dependent losses by Lump Sum Estimate Method as per PCI Bridge Design Manual04 can be calculated by following the calculation method as per AASHTO LRFD Specification 2004 and AASHTO Standard Specification 2004. In the program, the calculation method as per AASHTO LRFD Specification 2004 has been implemented. Approximate time dependent tendon losses by Lump Sum Method are due to creep, shrinkage and relaxation of tendon. Tendon losses are obtained from the table 1 provided that the following conditions are met. Losses due to elastic shortening are not considered here, which need to be separately considered.
Here, following conditions must be satisfied.
For segmental concrete bridges, Lump Sum Method may be used only for preliminary design purposes. For members made from structural low-density concrete, the values specified in Table 1 shall be increased by 35MPa. For low-relaxation strands, the values specified in Table 1 may be reduced by:
Table 1. Time dependent tendon loses by Lump Sum Estimate Method
Upper bound represents that the concrete is under unfavorable conditions such as low compressive strength, low relative humidity and wet curing. Partial Prestress Ratio (PPR) is defined by the following equation (2).
3. Prestress losses as per Japanese concrete standard specification02 (1) Prestress load is calculated by the following equation (1). - Elastic shortening of concrete - Friction losses between tendon and duck - Anchorage slip of the tendon - Relaxation of prestressing steel - Creep of concrete - Shrinkage of concrete
(2) Losses due to elastic shortening of concrete In the program, losses due to elastic shortening are considered for pretension members only.
(3) Friction losses between the tendon and the duck Generally the following friction factors are used.
Table 1. Friction factor
(4) Losses due to anchorage slip When no friction exists between tendon and sheath (Pretension or Post-tension), tendon losses are calculated by the following equation (1).
When friction exists between tendon and sheath (Post-tension), the draw-in (anchorage slip) is calculated by the equation (2).
(5) Losses due to relaxation of the tendon The change (reduction) in tendon prestressing due to relaxation of PC steel is calculated by the following equation (1). In the program, the user directly enters the apparent rate of relaxation to calculate losses due to relaxation.
When the ratio of the initial tensile stress to the tensile strength is within 0.50~0.75, the relaxation is lineally interpolated.
Table 2. Relaxation as per initial tensile stress
|
Condition |
Concrete age at time of prestressing or loading |
||||
4~7 days |
14 days |
28 days |
90 days |
365 days |
|
Exterior |
2.7 |
1.7 |
1.5 |
1.3 |
1.1 |
Interior |
2.4 |
1.7 |
1.5 |
1.3 |
1.1 |
Condition |
Concrete age at time of prestressing or loading |
||||
4~7 days |
14 days |
28 days |
90 days |
365 days |
|
Exterior |
2.0 |
1.3 |
1.1 |
1.0 |
0.8 |
Interior |
1.8 |
1.3 |
1.1 |
1.0 |
0.8 |
Detailed method (It is used in the program.)
Creep strain per unit stress of concrete under the following conditions is calculated as the equation (1) below at the time of effective age of (days). Here, drying of concrete starts at the effective age of
(days) and loading starts at the effective age of
(days).
- When compressive strength is less than 55 in normal strength concrete, or
- When a low water-cement ratio is used to attain high strength up to the compressive strength of 70
(1)
= Final creep strain per unit stress (
)
: Final standard creep strain per unit stress (
)
: Final drying creep strain per unit stress (
)
: Applied compressive strain
: The weight of cement per unit volume of concrete (
)
: The weight of water per unit volume of concrete (
)
: Water-cement ratio (
)
: Relative humidity (
)
: Volume-surface area ratio (
)
4. Common menu
Select the add the load case in which prestressing of the tendon is defined.
Select and add the load case in which dead load is defined.
Select and add the load case in which additional dead load (superimposed load) is defined. Additional Dead Load is activated when PCI Bridge Design Manual 04 is selected as a design code.