Bridge Collapse Genoa - Informed Engineering Perspectives

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Discussion Overview

The discussion revolves around the collapse of the Ponte Morandi bridge in Genoa, Italy, focusing on engineering perspectives related to bridge design, maintenance, and safety. Participants explore the implications of the bridge's age, design flaws, and the challenges of ensuring structural integrity over time.

Discussion Character

  • Exploratory
  • Technical explanation
  • Debate/contested

Main Points Raised

  • Some participants express concern about the general reliability of bridge engineering, noting that while bridges are designed to stay up, they require regular maintenance and inspections to ensure safety.
  • There are claims that the Ponte Morandi bridge had design criticisms prior to its collapse, with some experts labeling it a "failure of engineering" and suggesting that corrosion of materials may have contributed to the failure.
  • Participants discuss the potential impact of dynamic loads, such as traffic and wind, on the bridge's structural integrity, with some suggesting that these factors could lead to fatigue damage in components.
  • Concerns are raised about the challenges of inspecting tension cables embedded in concrete, particularly in a marine environment, which may complicate maintenance efforts.
  • Some participants highlight the need for thorough investigations into the design, construction, and maintenance records of the bridge to identify the initial failure point and contributing factors.
  • There are references to modern bridge design practices being more robust than those from 50 years ago, suggesting that advancements in engineering may not have been applied to the Ponte Morandi bridge.
  • One participant mentions that the number of cables used in the bridge is significantly less than current standards, raising questions about the adequacy of its design.
  • Another participant notes that environmental conditions and unexpected loadings could have played a role in the bridge's failure, suggesting that maintenance responsibility lies with those overseeing the bridge rather than the original designers.

Areas of Agreement / Disagreement

Participants express a range of views regarding the causes of the bridge collapse, with no consensus on specific factors or responsibilities. Multiple competing perspectives on design flaws, maintenance issues, and environmental impacts are present throughout the discussion.

Contextual Notes

Participants acknowledge the complexities involved in bridge maintenance and the limitations of past design practices, but do not resolve the uncertainties surrounding the specific causes of the collapse or the adequacy of existing maintenance protocols.

  • #31
Why do you not think the NYT is a trusted source? I have usually found them to be fairly reliable.
 
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  • #32
cjl said:
Why do you not think the NYT is a trusted source? I have usually found them to be fairly reliable.
I have never gone to the NYT for engineering information or advice. Your experience may be different.

When it comes to the rational engineering analysis of bridge structures, there can be nothing more corrosive and damaging than reports that include the emotional response of the unfortunate victims.

All engineering evidence reported in the NYT article will now need to be re-examined and decontaminated before it can be used to support any hypothesis. Indeed, the inclusion of that article in this thread has done more to undermine rational engineering analysis than it has to understand the reasons behind the structural failure.

Printing something in a newspaper does not make it true. The author of that NYT article is clearly interested in selling entertainment. We do not yet know what political barrow they are pushing, or who they will point their uneducated finger of blame at next.
 
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  • #33
Somebody seems to have been worried over the years about the stay attachments.
GenoaBridge.jpg


https://www.eng-tips.com/viewthread.cfm?qid=443075
 

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  • #35
  • #36
It's a few meg pdf file, and in Italian, but has interesting pictures during construction.
Those stay attachments were added sometime after 1968.
Which doesn't really mean a thing .

The stays themselves are encased in concrete that's why they're square. . I don't know what provisions there were for inspection.
There are in that document @nsaspook linked some pictures of them before the concrete cover was put on.

Hey - @ worked first time ! Something has changed !
 
  • #38
This might not have anything to do with the bridge collapse, but I noticed that in cases where old rebar is newly exposed that the rebar is severely rusted out. How would this affect the material's ability to handle stress? How does rebar rust while it's encased in concrete? Does it occur while the concrete is curing? Now that there are coatings to prevent corrosion shouldn't rebar be treated before being used?
 
  • #39
If the old concrete is near salt water there is a chemical reaction between the chloride and the concrete. I don't recall the exact details, someone else here may be able to correct any errors, but here goes.

The chloride reaction weakens the concrete and makes it more hygroscopic. When the absorbed moisture reaches the rebar, it rusts. Since rust has approximately 13 times the volume of the steel, the expansion cracks the concrete, letting in more moisture.

Several years ago I lived in a building where this was happening. The individual concrete stair steps on a steel framework were cracking. The building was built on a concrete deck over underground parking which had the same problem, chunks of concrete were falling off the deck into the parking garage. I moved, the building is still there, so far.

Another example is the Gerald Desmond Bridge in Long Beach, Calif. It is being replaced for the same reason. The temporary "fix" for the bridge was to put steel nets under it to catch the concrete before it fell on the ships entering the port.

There is now an additive for concrete that supposedly avoids that chemical reaction, but it isn't always used; especially for imported products like concrete steps.

Cheers,
Tom
 
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  • #40
Tom.G said:
Since rust has approximately 13 times the volume of the steel, the expansion cracks the concrete, letting in more moisture.
Get with the times. Basalt rebar is stronger than steel, weighs less, and does not rust.
https://basalt-rebar.com/
 
  • #41
I always liked this photo

I35WBridgeCollapseMarineOne.jpg


one bridge tries to push itself together
the other tries to pull itself apart

Both succeeded.

I question the value system of anyone who advocates cheap construction and expensive maintenance.
 

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  • #43
jim hardy said:
one bridge tries to push itself together
the other tries to pull itself apart

Both succeeded.
Which is which Jim? Sorry, I'm dense sometimes... :smile:
 
  • #44
berkeman said:
Which is which Jim? Sorry, I'm dense sometimes.
not at allthe one in compression is still standing . Think Arch.

The one in tension fell down. Think Truss.
 
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