Development of semi-implicit midpoint and Romberg stress integration algorithms for single hardening soil constitutive models. Issue 9 (1st June 2020)

• Record Type: Journal Article
• Authors: Lal, Divyanshu Kumar; Das, Arghya
• Is Part Of: Engineering computations. Volume 37:Issue 9(2020)
• Page Start: 3477
• Page End: 3503
• Publication Date: 2020-06-01
• Subjects: Finite elements -- Implicit integration -- Constitutive modeling -- Stress return algorithm; Computer-aided engineering -- Periodicals; Computer graphics -- Periodicals; 620.00285
• DOI: 10.1108/EC-08-2019-0358
• Languages: English
• ISSNs: 0264-4401

Abstract

Abstract : Purpose: Semi-implicit type cutting plane method (CPM) and fully implicit type closest point projection method (CPPM) are the two most widely used frameworks for numerical stress integration. CPM is simple, easy to implement and accurate up to first order. CPPM is unconditionally stable and accurate up to second order though the formulation is complex. Therefore, this study aims to develop a less complex and accurate stress integration method for complex constitutive models. Design/methodology/approach: Two integration techniques are formulated using the midpoint and Romberg method by modifying CPM. The algorithms are implemented for three different classes of soil constitutive model. The efficiency of the algorithms is judged via stress point analysis and solving a boundary value problem. Findings: Stress point analysis indicates that the proposed algorithms are stable even with a large step size. In addition, numerical analysis for solving boundary value problem demonstrates a significant reduction in central processing unit (CPU) time with the use of the semi-implicit-type midpoint algorithm. Originality/value: Traditionally, midpoint and Romberg algorithms are formulated from explicit integration techniques, whereas the present study uses a semi-implicit approach to enhance stability. In addition, the proposed stress integration algorithms provide an efficient means to solve boundary value problems pertaining to geotechnical engineering.