KB 001713 | Simplified Blast Design According to AISC Steel Design Guide 26

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Blast loads from high energy explosives, either accidental or intentional, are rare, but may be a structural design requirement. These dynamic loads differ from standard static loads due to their large magnitude and very short duration. A blast scenario can be carried out directly in a FEA program as a time history analysis to minimize loss of life and evaluate varying levels of structural damage.

Keywords

Dlubal Knowledge Base Dynamic Time history Blast Explosion FEA AISC DG 26 UFC 3-340-02 Dlubal KB Knowledge Base Technical article construction Civil engineering Structural engineer Structural Design Structural designer Structural analysis Structural Engineer RFEM 6 RSTAB 9 Dlubal Software

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  • Updated 02/07/2022

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