Bending Moment Calculations for Piles Based on the Finite Element Method

Using the finite element analysis program ABAQUS, a series of calculations on a cantilever beam, pile, and sheet pile wall were made to investigate the bending moment computational methods. The analyses demonstrated that the shear locking is not significant for the passive pile embedded in soil. The...

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Main Authors: Yu-xin Jie, Hui-na Yuan, Hou-de Zhou, Yu-zhen Yu
Format: Article
Language:English
Published: Wiley 2013-01-01
Series:Journal of Applied Mathematics
Online Access:http://dx.doi.org/10.1155/2013/784583
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author Yu-xin Jie
Hui-na Yuan
Hou-de Zhou
Yu-zhen Yu
author_facet Yu-xin Jie
Hui-na Yuan
Hou-de Zhou
Yu-zhen Yu
author_sort Yu-xin Jie
collection DOAJ
description Using the finite element analysis program ABAQUS, a series of calculations on a cantilever beam, pile, and sheet pile wall were made to investigate the bending moment computational methods. The analyses demonstrated that the shear locking is not significant for the passive pile embedded in soil. Therefore, higher-order elements are not always necessary in the computation. The number of grids across the pile section is important for bending moment calculated with stress and less significant for that calculated with displacement. Although computing bending moment with displacement requires fewer grid numbers across the pile section, it sometimes results in variation of the results. For displacement calculation, a pile row can be suitably represented by an equivalent sheet pile wall, whereas the resulting bending moments may be different. Calculated results of bending moment may differ greatly with different grid partitions and computational methods. Therefore, a comparison of results is necessary when performing the analysis.
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institution Kabale University
issn 1110-757X
1687-0042
language English
publishDate 2013-01-01
publisher Wiley
record_format Article
series Journal of Applied Mathematics
spelling doaj-art-1cbd93b7fa1544efa20a6d866047916e2025-02-03T07:24:07ZengWileyJournal of Applied Mathematics1110-757X1687-00422013-01-01201310.1155/2013/784583784583Bending Moment Calculations for Piles Based on the Finite Element MethodYu-xin Jie0Hui-na Yuan1Hou-de Zhou2Yu-zhen Yu3State Key Laboratory of Hydroscience and Engineering, Tsinghua University, Beijing 100084, ChinaState Key Laboratory of Hydroscience and Engineering, Tsinghua University, Beijing 100084, ChinaState Key Laboratory of Hydroscience and Engineering, Tsinghua University, Beijing 100084, ChinaState Key Laboratory of Hydroscience and Engineering, Tsinghua University, Beijing 100084, ChinaUsing the finite element analysis program ABAQUS, a series of calculations on a cantilever beam, pile, and sheet pile wall were made to investigate the bending moment computational methods. The analyses demonstrated that the shear locking is not significant for the passive pile embedded in soil. Therefore, higher-order elements are not always necessary in the computation. The number of grids across the pile section is important for bending moment calculated with stress and less significant for that calculated with displacement. Although computing bending moment with displacement requires fewer grid numbers across the pile section, it sometimes results in variation of the results. For displacement calculation, a pile row can be suitably represented by an equivalent sheet pile wall, whereas the resulting bending moments may be different. Calculated results of bending moment may differ greatly with different grid partitions and computational methods. Therefore, a comparison of results is necessary when performing the analysis.http://dx.doi.org/10.1155/2013/784583
spellingShingle Yu-xin Jie
Hui-na Yuan
Hou-de Zhou
Yu-zhen Yu
Bending Moment Calculations for Piles Based on the Finite Element Method
Journal of Applied Mathematics
title Bending Moment Calculations for Piles Based on the Finite Element Method
title_full Bending Moment Calculations for Piles Based on the Finite Element Method
title_fullStr Bending Moment Calculations for Piles Based on the Finite Element Method
title_full_unstemmed Bending Moment Calculations for Piles Based on the Finite Element Method
title_short Bending Moment Calculations for Piles Based on the Finite Element Method
title_sort bending moment calculations for piles based on the finite element method
url http://dx.doi.org/10.1155/2013/784583
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