CAESAR II MAX Combination LoadCase .pdf

File information


Original filename: CAESAR II_MAX_Combination_LoadCase.pdf
Author: Strikovski, Nadia

This PDF 1.5 document has been generated by Microsoft® Word 2010, and has been sent on pdf-archive.com on 22/10/2015 at 15:55, from IP address 195.254.x.x. The current document download page has been viewed 1180 times.
File size: 185 KB (2 pages).
Privacy: public file


Download original PDF file


CAESAR II_MAX_Combination_LoadCase.pdf (PDF, 185 KB)


Share on social networks



Link to this file download page



Document preview


Differences between MAX Combination Load Case and the Maximum
Value Reported by the Restraint Summary (or Code Compliance)
Report.
Intergraph CAS
Nadia Strikovski

There is often a misunderstanding of the way CAESAR II calculates or combines the loads/stresses for
the MAX combination load case and the values reported on the “max” line of the Restraint Summary
report.

Restraints
The “Maximum combination” load case selects the maximum load on each of the modeled restraints
from all the selected load cases. If there is more than one restraint defined at a node (e.g., on the same
node there could be 2 restraint types: rigid Y w/friction, and rigid Z w/friction), then each restraint type
is calculated and evaluated individually. CAESAR II considers each restraint component/type separately
and picks the highest load among them, as well as from all the specified component load cases. Thus,
the “Restraints” report for “max combination” case would have largest magnitude loads (saving the
sign) for different restraint types from all specified load components at a node. For example, at some
node the max load FX=-11kN that came from L3 for Y-restraint (friction component) and FX=3.5kN that
came from L1 for Z-restraint (friction component).
If you then use the “Restraint Summary” report for that same “max combination” load case, the loads
from different restraint types for each degree of freedom simply sum together at the same node,
whether they occur on the same restraint type or not, and whether they belong to the same load case
or not. The “Maximum combination” load case does not keep track of where its loads came from. Thus,
the “combined” load from the above example would be FX=(-11kN+3.5kN)=-7.5kN.
On the other hand, the “MAX” line on the “Restraint Summary” report simply displays the “max” value
from all the lines shown in this particular report; again, it does not discriminate against the load case
types or types of loads. So for the above example, the value would be 11kN.
Therefore we suggest the use of the “Restraints” report instead of the “Restraint Summary” report for
combination methods such as max/min if you have more than one type of restraint at a single node.
If you want to make sure that loads of opposite sign don’t cancel each other on the “Restraint
Summary” report, you should run the load case using the “SignMax” summation convention, and
possibly add a second load case using the “SignMin” convention to cover the range.

Stresses
This is the way the software and this feature is designed to work: the “max” combination just lists the
maximum value from included load cases for all calculated fields; it does not consider which load case or
stress type the reported value came from. So, for the “code stresses” it picks the maximum code stress
for the node from all selected load cases, and for “allowables” it picks the max allowable; and it is very
possible that these values will not be correlated. This is especially prominent when using “MAX
combination” on different types of stresses (such as SUS and EXP) or for the offshore piping codes where
three stresses are calculated and only the worst case stress and allowable are reported per node.
The “percent” is not a stored value; it is calculated on the fly.
The user documentation states that “MAX would typically be used to report the greatest restraint loads
among a selected set of load cases”. While this combination method can be applied to any load case/
field, it does not really make much sense for stresses. Different load cases (stress types) have different
calculation formulas for stresses, different failure criteria; and the report does not list the load case
where the max value came from. It’s similar to checking displacements for EXP case – each load case
and any results require a human “validity” check.


Document preview CAESAR II_MAX_Combination_LoadCase.pdf - page 1/2

Document preview CAESAR II_MAX_Combination_LoadCase.pdf - page 2/2

Related documents


caesar ii max combination loadcase
2017 colinet et al scientific reports
syllabusdma
project 2 tmj tjr group 4
elasticcomposite reinforcedlightweightconcreteasatypeofrcs
hp52 2001

Link to this page


Permanent link

Use the permanent link to the download page to share your document on Facebook, Twitter, LinkedIn, or directly with a contact by e-Mail, Messenger, Whatsapp, Line..

Short link

Use the short link to share your document on Twitter or by text message (SMS)

HTML Code

Copy the following HTML code to share your document on a Website or Blog

QR Code

QR Code link to PDF file CAESAR II_MAX_Combination_LoadCase.pdf