At the risk of continuing this discussion off topic, let me ask just one question: Can FEA be used to model a controlled demoliton?
It is conceptually plausible. BUT I would always ask "Why do it?"
We have started and not finished this discussion on a previous occasion. The previous occasion we had a specific example. Let me now give the answer in a generic form.
FEA is a tool of analysis - in this setting a tool for engineering structural analysis. There are two main reasons for using a tool - whether engineering or any other profession. Those are:
1) Using it as a tool to assist solve a problem; OR
2) Using it for the fun/pleasure of playing with the tool.
The first one is my area of interest and the setting which I think you intended. So let's address that first. Why would anyone need to use FEA to model a controlled demolition? The two obvious reasons are either:
(A) Pre the event to help determine how a planned CD would work; OR
(B) post the event, to show why it actually happened the way it did.
I will focus on "(A)" - if you have a different scenario in mind respond and we can see whether it is of any value for us to pursue it.
Now the nature of planning a demolition is that it requires two critical aspects which are:
(1) Conceiving of a mechanism of collapse which the CD is intended to achieve. In the form such as "We take out the zxc causes the dfg to fold inwards/outwards allowing the hjk to drop..." That is big step #1 and it precedes any consideration of FEA as a tool.
(There is another point I may need to come back to. That mechanism needs a well defined boundary. That boundary is usually easy to define - it is "all of the building". There may be special cases x% of the building but leave that complication aside.)
(2) The second critical aspect is making sure that the intended mechanism actually happens. The key to this aspect is planned overkill in the cutting methods or devices. The big error to avoid is a partial collapse which hangs up leaving a very hazardous recovery situation. The solution is the same for both military and civilian demos - overkill and redundancy. The difference being that the military engineer can be brutal in overkill with little concern for "collateral damage" - the civilian demolisher has to be more prudent BUT still erring on the side of overkill.
What benefits would FEA give in assessing "overkill" which would warrant the complexity and cost of an FEA? Remember that the person considering using a tool to achieve some benefit in a task will be thinking "cost benefit" - "What do I gain and is it worth it?"
Since the key planning stage is "designing the collapse mechanism" that mechanism will be an overall concept made up of multiple separate elements such as "cut columns A-D-J & T" The overkill to cut each of those is a separate quantifiable task independent of the location of the element in the overall structure. There is not need for FEA in making the decisions. Despite there being many such decisions they are (at least most of them) independent.
Summary.
Your question was "Can FEA be used to model a controlled demolition?"
My answer is "Yes , it is plausible but why do it?"
And if the objective is "2) Using it for the fun/pleasure of playing with the tool." - that is a separate debate which does not interest me.
