Analytical Proposal to Damage Assessment of Buried Continuous Pipelines during External Blast Loading

In this paper, transversal vibration of buried pipelines during loading induced by underground explosions is analyzed. The pipeline is modeled as an infinite beam on an elastic foundation, so that soil-structure interaction is considered by means of transverse linear springs along the pipeline. The pipeline behavior is assumed to be ideal elasto-plastic which an ultimate strain value limits the plastic behavior. The blast loading is considered as a point load, considering the affected length at some point of the pipeline, in which the magnitude decreases exponentially with time. A closed-form solution for the quasi-static problem is carried out for both elastic and elasticperfect plastic behaviors of pipe materials. At the end, a comparative study on steel and polyethylene pipes with different sizes buried in various soil conditions, affected by a predefined underground explosion is conducted, in which effect of each parameter is discussed.

Authors:

• Danesh Nourzadeh
• Sepideh Khorshid
• Shiro Takada
• Khosrow Bargi

Keywords:

• Beam on elastic foundation
• Buried pipelines
• External explosion
• Non-linear quasi-static solution.

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