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=craquo Fermilab DO Engineering Note

3740222-EN-60

September 23 1986

Forces on the Middle EC Module Connections

Resulting From Assembly Sequence A

Bob Wands

Introduction

The ANSYS superelement model representing the sequential

assembly of the ec modules has been used to calculate the

maximum forces experienced at any interface between middle

modules during assembly The assembly sequence used was

devised by GTM and is referred to as Sequence A (see

attached sheet for explanation of sequence)

Fig 1 shows the assembled model and support One~half

symmetry is assumed The superelement model supported the

OCH modules at theta=amp62amp in such a way that the support

was allowed to translate freely in the horizontal direction and

rotate freely about the longitudinal (beam) axis This produces d

worst case module connecting forces and is justified given

the importance of these connections The middle modules were

supported within the OCH arch only through theta=amp62amp

Each middle module interface contained six connection

points in the fmite element model through which the forces

were transmitted between modules (see Fig 2) In presenting

the results here the forces at the three connection locations at

the inner radius of each interface were summed and the

largest value found This was also done for the outer radius

In applying these results to the design of the actual

connections the forces presented here should be divided by the

actual number of connection points used

Results

The force normal to each interface (FN) and the force

parallel to each interface (FS) as well as the resolved force on

the inner and outer locations was calculated and is included

here as Appendix A

The resulting maximum connecting forces for the inner and

outer radii are

Inner Radius The maximum force at the

inner radius is 35000 Ibs and occurs at

theta=3375 for Step 30 of Assembly Sequence

A (Step 30 is the fully assembled structure)

Outer Radius The maximum force at the

outer radius is 48000 Ibx and occurs at

theta=3375 for Step 30 of Assembly Sequence

A (Step 30 is the fully assembled structure)

Conclusion

The maximum loads occur when the EC modules

(including the IFH) are fully assembled No larger loads occur

during the assembly process The numbers presented here can

be applied to the actual connection design by remembering

that they represent the total force at each radius and must be

divided by the number of actual co~ection locations used For

example if two connections are used at the inner and outer

radii (for a total of four locations) the maximum load for a

single connection is 48CKYJ2 or 24000 Ibs

largest value found This was also done for the outer radius

In applying these results to the design of the actual

connections the forces presented here should be divided by the

actual number of connection points used

Results

The force normal to each interface (FN) and the force

parallel to each interface (FS) as well as the resolved force on

the inner and outer locations was calculated and is included

here as Appendix A

The resulting maximum connecting forces for the inner and

outer radii are

Inner Radius The maximum force at the

inner radius is 35000 Ibs and occurs at

theta=3375 for Step 30 of Assembly Sequence

A (Step 30 is the fully assembled structure)

Outer Radius The maximum force at the

outer radius is 48000 Ibx and occurs at

theta=3375 for Step 30 of Assembly Sequence

A (Step 30 is the fully assembled structure)

Conclusion

The maximum loads occur when the EC modules

(including the IFH) are fully assembled No larger loads occur

during the assembly process The numbers presented here can

be applied to the actual connection design by remembering

that they represent the total force at each radius and must be

divided by the number of actual co~ection locations used For

example if two connections are used at the inner and outer

radii (for a total of four locations) the maximum load for a

single connection is 48CKYJ2 or 24000 Ibs

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