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TR Circular E-C058_9th LRT Conference_2003.pdf - Florida ...

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Sarunac and Zeolla 101<br />

Comparison of the CEM Versus the 2-g Approach—Scenario 4.1<br />

An additional scenario similar to Scenario 4 was analyzed using vehicles designed to the 2-g<br />

approach. As previously noted, the 2-g strength ratio is based on the assumed weight of the LFE<br />

and the existing vehicle. The results of this scenario were compared with Scenario 4 to determine<br />

the differences between using CEM and the 2-g approach:<br />

• In comparing the 2-g results with the CEM design, it can be seen that the CEM zones<br />

limit the peak and average accelerations in passenger compartments significantly.<br />

• The strength-based approach with a CEM zone was successful in limiting the loading<br />

transferred to the LFE body because the acceleration levels are lower at the LFE.<br />

• The strength-based approach with a CEM zone also reduces the acceleration levels in<br />

the second vehicle in the train consist.<br />

• The deformation is higher in the ends of the vehicle with CEM, although this is<br />

expected. The intent of the CEM zone is to deform in a controlled manner (i.e., at a specific<br />

force) over a predetermined distance.<br />

• The second vehicle in both consists sustained structural damage, indicating higher<br />

energy levels between coupled vehicles. This did not occur in the CEM case due to the lower<br />

weight of the vehicles and the energy absorption at the impact interface.<br />

• The deformation level in the LFE is very low for both the CEM and 2-g vehicle.<br />

Hence, loss of occupied volume did not occur. However, the overall weight of vehicle with an<br />

LFE and CEM is estimated to be less than the 2-g approach. This weight savings may be<br />

significant when considering propulsion and braking requirements. Additionally, the lighter LFE<br />

may have lower energy and maintenance costs.<br />

To simplify the comparison, Table 2 shows only the maximum values for the deformation<br />

and acceleration along the vehicles in the moving consist from Scenarios 4 and 4.1.<br />

TABLE 2 Comparison of Results between the CEM and 2-g Approach for Collision<br />

Scenarios 4 and 4.1 (2 vehicles into 2 vehicles at 15 mph)<br />

1st Vehicle<br />

2nd Vehicle<br />

CEM 2-g CEM 2-g<br />

Max. Deformation (in.)<br />

Coupler 12 12 12 12<br />

End Car Structure<br />

(CEM or Under-frame)<br />

28.4 11.3 0 1.3<br />

LFE Structure<br />

(Max. value at any end)<br />

0.5 0.35 0.173 0.3<br />

Accelerations Peak, g<br />

End Cars 2.2 4.6 0.85 4.7<br />

LFE 1.72 3.7 0.51 4.0<br />

Accelerations Avg., g<br />

End Cars 1.0 1.5 0.51 2.1<br />

LFE 1.1 1.5 0.51 1.7

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