Could you clarify this please?
What is doing the bending, the buckeling etc?
What is being bent, buckled etc?
Sure can. May take a few words although it would only take 30 seconds with a whiteboard.
First let me set the context.
In the time sequence of the collapse we have some readily definable stages:
- Aircraft hits, cuts right through a number of columns and disrupts structure in the "impact zone", starts fires, BUT building remains standing;
- fires cause noticeable damage, outer wall columns bend inwards etc
- The total damage reaches a stage where the "Top Block" cannot be supported and it starts to drop
- As it falls it wedges inside the outer tube
- Global collapse follows rapidly clearly involving the pancaking of floors downwards in sequence;
- Outer Tube Wall columns peel of, break at their assembly joints and fall in various sized sheets.
Now, whilst that sequence is readily seen from available evidence, there are two key points I have not addressed:
- Demolition. At this stage of this post I have not "proven" no demolition; AND
- "What happens to the Core?" whilst the outer columns are simple peeling off and falling freely.
That is where your question comes in. Remember we are at the stage where the "Top Block" is falling AND I am only addressing your request for clarification of what happens to the core.
So refer to this piece of classic art work....
So my comments refer to the mix of vertical columns and horizontal beams of the core which will crash into each other in the area marked by the
green ellipse I am not referring at this stage to the impacts between outer wall columns marked by
blue ellipses OR the impacts between the outer office space floors marked by
red ellipses.
The core was a three dimension matrix of vertical columns and horizontal beams but with a lot of space between the columns. I show it as a two dimension caricature but clear enough to make explanations from.
And as the collapse progressed generally the core disapeared - it was not (with one exception) left standing as a spike, on its own, after the rest collapsed.
So "What happened" - and that is what I described by bent buckled or missed etc.
Look first to sketch "A" - a column is intended to take axial compression forces and, provided the column stays straight, it can take a large force. Marked A
A in the sketch. However if it is pulled out of line see "J" in sketch "B" the axial load it can carry is seriously reduced - a decimal order of magnitude less is reasonable. So the Axial force carried by an out of line strut or column is far less than for a straight one. A
B <<< A
A
Now if we massively increase the load on a column it will fail by "buckling" - not necessarily a simple single "V" like "B" but that is one possibility. It could go into an "S" shape or any other mess.
And I used "buckling" to refer to either the failure of a column such as at "B" when it is pulled out of line and fails at low loading OR to refer to the failure of a straight column which under massive overload will buckle as the mode of failure.
I used bending to refer to the bending of horizontal beams and "C" shows a descending beam which will fall across another beam and the result both beams will be bent - one down, one up. As shown in "D".
Now it will rapidly get very complicated because (one example only) as our two beams at "C" become bent at "D" they will each tend to pull sideways on the columns that are attached to thereby weakening the columns which may then fail under axial load.
So a "domino effect" as one failure leads to another and obviously the whole situation rapidly becomes a confused mess. So can we say anything positive and quantified?
Fortunately yes. Because buckled or bent columns are far weaker than straight ones and thus the whole strength of the core would rapidly be weakened in the collision between the top block and the lower structure. And the weakening will be more than enough to allow the overall collapse of the core (bold assertion which I can engineeringly qualify if needed)
And "missed" should be self evident. The chance of any column which has been cut falling on its matching half and carrying full load is near zero. Most descending bits of Top Block columns will simply miss the lower portion.
Others will glance off and bend/buckle themselves out of line as they continue to fall. etc etc
Now my rushed simplified explanation may have clarified some things for you OR it may have made it worse. Let me know please. Hopefully the outline will give you enough to see what would and must have happened.
And if you have been reading much on WTC 9/11 you will realise that what we are discussing makes nonsense of most of the "explanations" which presume that the top bit and the bottom bit impacted and interacted as if both or either were solid single entities. (Several poster on these threads; Chandler, Szamboti, Seffen and a lot of Bazant stuff) It is not so and therefore you can throw out their "explanations" - false premise>>>false conclusions.
Let me know if this helps.
eco