Stress corrosion cracking detected through deflection

If a prestressing strand breaks, the load distribution changes and the structure deflects measurably more. Laser-based deflection monitoring captures this change to sub-millimetre accuracy, permanently and without intervention in the structure.

Measuring mast with two optical measuring units and a solar module for monitoring a structure

Your benefits

The detour via deflection

What cannot be observed still leaves a trace. For the prestressing steel, that trace is the geometry of the superstructure.

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Measuring the quantity that actually changes

Nothing can be observed directly on the prestressing steel itself, it sits in the duct inside the concrete. What can be measured is what its failure triggers: the deflection of the superstructure. That is exactly what the monitoring targets.

Sub-millimetre accuracy

Laser sensors capture the vertical deflection of girders and deck slabs with high resolution. This means even a change of a few millimetres is detected.

Non-destructive and contactless

No intervention in the structure, no direct access to the prestressing steels required. The structure remains untouched and in operation.

Self-sufficient and low maintenance

Operation via solar power and wireless communication. This makes monitoring practical even on structures that are difficult to access.

The problem

The damage proceeds inside the component

Stress corrosion cracking results from the combination of permanent tensile stress and a corrosive medium such as chloride or moisture. The process plays out inside the component.

How the damage mechanism proceeds
  • Affected are primarily prestressing steels in prestressed concrete bridges, which are susceptible to microscopic cracks due to high prestress and environmental exposure.

  • Over months or years, these cracks grow unnoticed until individual tendon strands break suddenly. The damage is not visible from the outside or on superficial inspection.

  • When a prestressing strand breaks, the load distribution changes. The deflection increases measurably, often by only a few millimetres, but clearly detectable with modern sensor technology.

Underside view of a prestressed concrete bridge with superstructure and piers, a structure type with prestressed girders

How it works

Four steps from baseline measurement to report

A bridge deflects during operation anyway, depending on traffic and temperature. What matters is therefore not the single value but the deviation from the documented starting condition.

  1. 01

    Determine measuring points

    We identify the points where a strand failure first shows as deflection. These are typically the mid-span areas and the areas with high prestress.

  2. 02

    Record the baseline measurement

    The starting condition is documented. All later readings refer to this, otherwise a change could not be separated from the starting position.

  3. 03

    Capture deflection continuously

    The laser measuring technology measures the vertical position continuously. The values go into the data portal, are historised and set against the structure temperature.

  4. 04

    Check threshold and report

    If the geometry changes beyond the agreed threshold, the system alerts automatically. The course of events remains preserved as documentation.

Where measurements are taken

Not everywhere, but where it shows first

A strand failure does not affect the whole structure equally. The measuring points sit at the locations where the prestress is highest and the response is clearest.

  • Mid-span areas of single-span and multi-span girders
  • Areas with high prestress
  • Connection points of girder and deck slab
  • Structures exposed to salt, chloride and moisture

Typical applications

When the question is: will the structure still hold?

Stress corrosion cracking is not a suspicion that a single inspection can resolve. It needs observation over time.

  • Prestressed concrete bridges with a known suspicion of stress corrosion cracking
  • Structures from construction periods with prestressing steels now assessed as critical
  • Bridges under regular de-icing salt exposure
  • Ageing structures that remain in operation until a replacement is built
  • Structures with limited accessibility for recurring inspections

Monitoring the cause too

Moisture and chloride in concrete

Stress corrosion cracking needs two conditions: permanent tensile stress and a corrosive medium. The second can be measured directly in the concrete, before it takes effect.

To moisture & corrosion monitoring

Measuring in combination

Together with crack and tilt

Deflection is one measured quantity among several. Crack width on the superstructure and tilt of the structure together with it build a picture that no single quantity can deliver.

To structural health monitoring

Stress corrosion cracking on your structure

Tell us about the bridge, the suspicion and the inspection history. We propose measuring points, thresholds and the right measuring setup.

Christian Steffes Christian Steffes

Data platform

All readings on one platform

The sensors transmit their readings wirelessly to the data platform, where they are evaluated, documented and continuously checked against your thresholds.

  • AI-assisted data analysis
  • User-focused reporting
  • Continuous evaluation
  • Warning and alarm thresholds
  • Alerts by email and text message
  • Remote access around the clock
More on monitoring & alerting
Monitoring platform Sample view
Reading history within limits
Warning threshold
  • AI-assisted data analysis Condition within limits
  • User-focused reporting Report ready
  • Alerting Thresholds monitored

Case study

Project example as a PDF

What moisture and corrosion monitoring looks like in a real project: enter your name and email address and we will send you the case study.

FAQ

Frequently asked questions about monitoring for stress corrosion cracking

Can stress corrosion cracking actually be measured directly?
Not directly on the prestressing steel, at least not during ongoing operation. The steel sits in the duct, surrounded by concrete, and the damage process plays out there. What can be measured is the consequence: if a prestressing strand breaks, the load distribution across the cross-section changes and the deflection increases. We capture this change continuously.
How accurate is deflection monitoring?
The laser sensors capture the vertical position of girders and deck slabs to sub-millimetre accuracy. What matters most is not the absolute value but the change against the baseline measurement, because a bridge deflects during normal operation anyway, depending on traffic and temperature.
Does the measurement require intervention in the structure?
No. The measurement is non-destructive and contactless, direct access to the prestressing steels is not required. This also makes it suitable for structures that remain in operation and where opening the structure is not an option.
How is the measurement powered?
Via solar power, and the transmission runs wirelessly. This is why the monitoring can also be set up on structures without a mains connection nearby.
Does the monitoring replace the structural inspection?
No, it complements it. Inspection to DIN 1076 remains in place and delivers the professional assessment on site. The monitoring delivers the trend in the years in between and documents, without gaps, whether and when the geometry changed. The inspecting engineer continues to make the assessment.
Where is the measurement taken?
At the points where a strand failure first shows: in the mid-span areas of single-span and multi-span girders, in areas with high prestress, and at the connection points of girder and deck slab. Which of these are decisive in a specific case is clarified during the concept phase at the structure.

Project inquiry

Let's talk about your structure

Tell us about the bridge and the question at hand. You will receive a solid first assessment shortly, including suitable measuring points and sensors.

+49 6742 8599600 DE +41 41 670 00 11 CH [email protected]
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