Motion Load Analysis for the Pump support Structure

Need:

As part of the design and qualification of New product development, Pythagoras Engineering Pvt Ltd were tasked with structural integrity and Bolt assessment of OH Pump designed for FPSO operations. The FEA analysis incorporated assessments of pump casing during operation, structural assessment of pump supports and Foundation bolt utilization.

Scope:

       Aim of the analysis is to  verify strength of the Pump & mounting frame of FPSO. To perform the analysis, MAWP , Nozzle load, self weight and motion loads are applied. All Nozzle loads and motion loads are applied in all possible directions.

       Stress assessment for the following components are discussed; base frame, motor frame, pump casing and cover plate.

       The criteria of stress assessment of the pump casing is satisfied as per API 610 10th standard, clause 5.3.4.

Methodology:

Linear static structural analysis was performed on the pump assembly to evaluate the structural integrity of pump casing, supports and bolt utilization. FE model was generated using higher order SOLID elements. Bolts are modeled using SOLID elements with a simplified geometry. In the first load step, bolt pre-load is applied which compressive force at the foundation plate region and the Motor support regions. The effect of bolt preload is locked for the successive load steps and MAWP , Nozzle load, self weight and motion loads are applied on the system. 64 load combinations of motion loads and Nozzle loads are considered for the analysis and the stress are evaluated for each load combination. Stress on base frame, motor frame, pump casing and cover plate are evaluated. Bolt utilization calculation was performed with in line with Eurocode.

 

Results Outcome:

The stresses of all the bottom support and Motor support are below the allowable stress limit of the material.

The maximum stress of the pump casing is greater than the allowable stress limit as per API 610.

Maximum bolt utilization is calculated to be 0.8.

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