Blast wall design

Design specifications

Project :
Load :
Code :

Blast wall design in existing situation
0.3 barg / 0.1 sec
DNV RP C204

Problem

Our client had an existing situation for which blast impairment was required. A sufficient design and verification were required for a blast load of 0.3 barg during 0.1 seconds.

Contribution Stemar Engineering

Stemar Engineering went offshore to assess the as built situation and designed a solution that is able to resist the blast load. MDOF calculations were executed with FEA to show the effect of a blast load.

Result

Delivery of an engineering package including the non-linear FEA analysis to verify the modifications.

 

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Sustaining Results Through Engineering