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Prestressed Concrete Prestress Losses & Effective Force Calculator

Prestressed concrete beams achieve extraordinary load-carrying capacity and deflection control by applying high-strength steel tension.

Tendon initial stress (1395 MPa ≈ 0.75 f_pu of Grade 270 strand).

Loss when concrete compresses upon prestress transfer (typically 60-90 MPa).

Time-dependent loss from sustained compressive stress (typically 70-120 MPa).

Drying shrinkage shortening loss (typically 40-60 MPa).

Loss in high-strength low-relaxation strand under constant strain (typically 15-30 MPa).

Calculated Result
1155 MPa

Effective Prestress Stress (f_pe)

Initial Jacking Stress (f_pj)

1395 MPa

Total Prestress Losses (Δf_p)

240 MPa (17.2%)

Final Effective Prestress (f_pe)

1155 MPa

Elastic Shortening Loss (ES)

75 MPa

Concrete Creep Loss (CR)

95 MPa

Concrete Shrinkage Loss (SH)

50 MPa

Steel Relaxation Loss (RE)

20 MPa

Calculation Breakdown

  1. Summation of Lump-Sum Prestress LossesTotal Loss = ES (75) + CR (95) + SH (50) + RE (20) = 240 MPa
  2. Effective Prestress Stress Determinationf_pe = f_pj - Δf_p = 1395 MPa - 240 MPa = 1155 MPa (82.8% retained)

Prestress Loss Breakdown

Interactive visualization based on your current inputs

MPa
0.060120180240Elastic Shortening (ES)Creep (CR)Shrinkage (SH)Relaxation (RE)Total Loss (Δf_p)ComponentStress (MPa)

What Is the Prestressed Concrete Prestress Losses & Effective Force Calculator?

Prestress losses represent the progressive reduction in tension stress experienced by prestressing tendons over the structural lifespan of a concrete member.

How Does the Prestressed Concrete Prestress Losses & Effective Force Calculator Work?

Summing instantaneous elastic shortening (ES) and long-term creep (CR), shrinkage (SH), and relaxation (RE) yields total loss Δf_p, leaving effective stress f_pe = f_pj - Δf_p.

Prestressed Concrete Prestress Losses & Effective Force Calculator Formula & Variables

The core mathematical equation utilized by this calculator is expressed as:

\Delta f_p = \text{ES} + \text{CR} + \text{SH} + \text{RE}, \quad f_{pe} = f_{pj} - \Delta f_p

Total lump-sum prestress loss sums elastic shortening, creep, shrinkage, and relaxation, leaving effective residual strand tension.

How to Use the Prestressed Concrete Prestress Losses & Effective Force Calculator

  1. Enter initial jacking stress in MPa.
  2. Specify individual loss components or use standard AASHTO/PCI estimates.
  3. Read total losses, percentage loss, and remaining effective prestress.

Step-by-Step Example Calculation

Grade 270 Low-Relaxation Strand in Bridge Girder

Input Values:

initialJackingStressMpa:1395
elasticShorteningLossMpa:75
concreteCreepLossMpa:95
concreteShrinkageLossMpa:50
steelRelaxationLossMpa:20
Worked Steps: Total loss is 240 MPa (17.2%), resulting in a final effective tendon stress f_pe = 1,155 MPa (82.8% retained prestress).

Understanding Your Result

Total Losses: Total reduction in tendon stress in MPa.

Effective Prestress (f_pe): Long-term residual stress available to resist external loads.

Loss Percentage: Fraction of jacking stress lost (typically 15% to 22%).

Factors That Affect the Result

  • Concrete compressive strength f'c, ambient relative humidity, volume-to-surface ratio, and strand metallurgy.

When Should You Use This Calculator?

  • Designing precast prestressed bridge girders, post-tensioned parking garage slabs, and precast hollow-core planks.

Assumptions & Limitations

  • Uses lump-sum component method; detailed time-step analysis can track gradual humidity shifts.

Frequently Asked Questions

Calculation Accuracy & Reference Note

AASHTO LRFD Bridge Design Specifications and PCI Design Handbook compliant.

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