Case Studies
Mar 11, 2022

Robust Design Optimization of Concrete Circular Underground Pipes Considering Seismic Effects

Publication: Journal of Pipeline Systems Engineering and Practice
Volume 13, Issue 2

Abstract

Robust design optimization (RDO) of an existing underground reinforced concrete pipe subjected to seismic load is presented. The pipe considered is from a straight section of a water transmission pipeline system located in Kolkata City, India. Ovaling deformation due to earthquake is considered in the RDO. The seismic effect has been estimated by a “simplified” model based on beams on elastic foundation subjected to sinusoidal seismic waves, and validated with a more detailed nonlinear time-history analysis of the finite element model of pipe. Generally, underground structures are designed considering all parameters to be deterministic. However, along with the random seismic load, there are other parameters that are random and chaotic. To consider those, the RDO has been executed in the following two separate modules: (1) under probabilistic uncertainty; and (2) with uncertain-but-bounded (UBB) type parameters (as many system parameters cannot be ascertained accurately with their prevailing statistics). The deterministic design optimization problem is cast as a cost minimization problem subjected to moment, shear, axial thrust, and crack control constraints. The uncertainty is incorporated by Monte Carlo simulation (MCS). The probabilistic RDO case is formulated by the weighted sum method and the penalty function approach, whereas the UBB-based RDO is posed through hyperellipsoidal convex programming. The results of RDO with probabilistic parameters, UBB parameters, and the ASCE and British code-based deterministic approaches are compared. The results show that the RDO yields design solutions that require marginally higher costs than the conventional ASCE or British code-based design, even when considering the seismic effect. With the RDO approach, optimal design solutions become insensitive to uncertainty effects. It has been observed that, by accepting a marginal increment in costs, a designer can achieve a reliable, sustainable, and economical solution through the present RDO approach.

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Data Availability Statement

Some or all data, models, or code that support the findings of this study are available from the corresponding author upon reasonable request.

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Go to Journal of Pipeline Systems Engineering and Practice
Journal of Pipeline Systems Engineering and Practice
Volume 13Issue 2May 2022

History

Received: Jun 30, 2021
Accepted: Jan 25, 2022
Published online: Mar 11, 2022
Published in print: May 1, 2022
Discussion open until: Aug 11, 2022

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Associate Professor, Dept. of Civil Engineering, Indian Institute of Engineering Science and Technology, Shibpur, Howrah, West Bengal 711103, India (corresponding author). ORCID: https://orcid.org/0000-0003-2080-0788. Email: [email protected]
Ph.D. Student, Dept. of Civil Engineering, Indian Institute of Engineering Science and Technology, Shibpur, Howrah, West Bengal 711103, India. ORCID: https://orcid.org/0000-0002-4826-4107. Email: [email protected]
Hari Govind Surya Dutta Aravapalli [email protected]
B.Tech and M.Tech Dual Degree Student, Dept. of Civil Engineering, Indian Institute of Engineering Science and Technology, Shibpur, Howrah, West Bengal 711103, India. Email: [email protected]

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Cited by

  • Convex Programming-Based Robust Optimization Procedure for Blast-Excited Structures with Bounded Uncertainty, Practice Periodical on Structural Design and Construction, 10.1061/PPSCFX.SCENG-1297, 28, 3, (2023).
  • Seismic Responses of a Tunnel-Soil-Surface Structure System under Multidimensional Near-Field and Far-Field Seismic Waves through a Shaking Table Test, KSCE Journal of Civil Engineering, 10.1007/s12205-022-2315-3, 26, 11, (4717-4736), (2022).

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