Constitutive equations for granular materials : application to dry sand and powder metal

Thesis (Ph.D.)--Massachusetts Institute of Technology, Dept. of Mechanical Engineering, 2000.

Bibliographic Details
Main Author: Gu, Chunguang, 1970-
Other Authors: Lallit Anand.
Format: Thesis
Language:eng
Published: Massachusetts Institute of Technology 2005
Subjects:
Online Access:http://hdl.handle.net/1721.1/9263
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author Gu, Chunguang, 1970-
author2 Lallit Anand.
author_facet Lallit Anand.
Gu, Chunguang, 1970-
author_sort Gu, Chunguang, 1970-
collection MIT
description Thesis (Ph.D.)--Massachusetts Institute of Technology, Dept. of Mechanical Engineering, 2000.
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spelling mit-1721.1/92632019-04-11T06:04:28Z Constitutive equations for granular materials : application to dry sand and powder metal Gu, Chunguang, 1970- Lallit Anand. Massachusetts Institute of Technology. Dept. of Mechanical Engineering. Massachusetts Institute of Technology. Dept. of Mechanical Engineering. Mechanical Engineering. Thesis (Ph.D.)--Massachusetts Institute of Technology, Dept. of Mechanical Engineering, 2000. Includes bibliographical references (leaves 138-139). Strain localization into shear bands is commonly observed in natural soil masses, as well as in human-built embankments, footings, retaining walls and other geotechnical structures. Although the onset of strain localization can be derived from standard bifurcation analyses, few numerical simulations of the complete process of strain localization in granular materials have been previously reported. Predictions for the onset and process of shear band formation are critically dependent upon the constitutive equations employed. In this thesis, a new physically based constitutive model is formulated for describing the plastic flow of cohesionless granular materials. This constitutive model has been implemented in the finite element package ABAQUS/explicit(1999) and is used to predict the strain localization in geomaterials. The numerical calculations are shown to be in good quantitative agreement with the recent corresponding experiments of Han and Drescher(1993) and Alsiny et al. (1992) on the localization in dry Ottawa sand under low pressure conditions. The physical description for the plastic flow enables the model to reproduce the macroscopic stress strain response and the complete strain localization process. The complex evolution of the strain localization from "Riedel shear" to "boundary shear" in the shearing experiment of a simulated gouge layer (Marone et al., 1990,1999) has been captured in our simulations. This physically based constitutive model is also able to predict the startling "stress dip" in a static sandpile - the vertical stress is not maximum under the apex of the pile, but shows a local dip there. Next, we shall focus on metal powders, which are commonly used in powder metallurgy industry to form net- or near-net-shaped components with high relative density by cold compaction. A new constitutive model for cold compaction of metal powders has been developed. The plastic flow of metal powders at the macroscopic level is assumed to be representable as a combination of a distortion mechanism, and a consolidation mechanism. For the distortion mechanism the model employs a pressure-sensitive, Mohr-Coulomb type yield condition, and a new physically based non-associated flow rule. For the consolidation mechanism the model employs a smooth yield function which has a quarter-elliptical shape in the mean-normal pressure and the equivalent shear stress plane, together with an associated flow rule. The constitutive model has been implemented in a finite element program. The material parameters in the constitutive model have been calibrated for MH-100 iron powder by fitting the model to reproduce data from true triaxial compression experiments, torsion ring-shear experiments, and simple compression experiments. The predictive capability of the constitutive model and computational procedure is checked by simulating two simple powder forming processes: (i) a uniaxial strain compression of a cylindrical sample, and (ii) forming of a conical shaped-charge liner. In both cases the predicted load-displacement curves and density variations in the compacted specimens are shown to compare well with corresponding experimental measurements. by Chunguang Gu. Ph.D. 2005-08-22T23:55:20Z 2005-08-22T23:55:20Z 2000 2000 Thesis http://hdl.handle.net/1721.1/9263 45607481 eng M.I.T. theses are protected by copyright. They may be viewed from this source for any purpose, but reproduction or distribution in any format is prohibited without written permission. See provided URL for inquiries about permission. http://dspace.mit.edu/handle/1721.1/7582 189 leaves 11026959 bytes 11026714 bytes application/pdf application/pdf application/pdf Massachusetts Institute of Technology
spellingShingle Mechanical Engineering.
Gu, Chunguang, 1970-
Constitutive equations for granular materials : application to dry sand and powder metal
title Constitutive equations for granular materials : application to dry sand and powder metal
title_full Constitutive equations for granular materials : application to dry sand and powder metal
title_fullStr Constitutive equations for granular materials : application to dry sand and powder metal
title_full_unstemmed Constitutive equations for granular materials : application to dry sand and powder metal
title_short Constitutive equations for granular materials : application to dry sand and powder metal
title_sort constitutive equations for granular materials application to dry sand and powder metal
topic Mechanical Engineering.
url http://hdl.handle.net/1721.1/9263
work_keys_str_mv AT guchunguang1970 constitutiveequationsforgranularmaterialsapplicationtodrysandandpowdermetal