Strain tensor determination of compressed individual silica sand particles using high-energy synchrotron diffraction View Full Text


Ontology type: schema:ScholarlyArticle      Open Access: True


Article Info

DATE

2013-05-23

AUTHORS

Khalid Alshibli, Mehmet B. Cil, Peter Kenesei, Ulrich Lienert

ABSTRACT

The three-dimensional X-ray diffraction (3DXRD) nondestructive technique was used to measure lattice strains within individual sand particles subjected to compressive loading. Three experiments were conducted on similar single columns of silica sand particles with particle sizes between 0.595 and 0.841 mm. In each experiment, three sand particles were placed inside an acrylic mold with an inner diameter of 1 mm. Multiple in situ 3DXRD scans were acquired for each sand column as compressive load was increased. The volume-averaged lattice strain tensor was calculated for each sand particle. In addition, particle orientation and volumetric strain were calculated for individual sand particles. The axial normal strain εzz\documentclass[12pt]{minimal} \usepackage{amsmath} \usepackage{wasysym} \usepackage{amsfonts} \usepackage{amssymb} \usepackage{amsbsy} \usepackage{mathrsfs} \usepackage{upgreek} \setlength{\oddsidemargin}{-69pt} \begin{document}$$\upvarepsilon _\mathrm{zz}$$\end{document} exhibited a linear response in the range of 0 to 10−3\documentclass[12pt]{minimal} \usepackage{amsmath} \usepackage{wasysym} \usepackage{amsfonts} \usepackage{amssymb} \usepackage{amsbsy} \usepackage{mathrsfs} \usepackage{upgreek} \setlength{\oddsidemargin}{-69pt} \begin{document}$$10^{-3}$$\end{document} when the applied compressive axial load (F) increased from 0 to ∼\documentclass[12pt]{minimal} \usepackage{amsmath} \usepackage{wasysym} \usepackage{amsfonts} \usepackage{amssymb} \usepackage{amsbsy} \usepackage{mathrsfs} \usepackage{upgreek} \setlength{\oddsidemargin}{-69pt} \begin{document}$$\sim $$\end{document}30 N when one particle in the sand column fractured. Stress tensor of individual particles was calculated from the acquired lattice strain measurements and elastic constants of silica sand that were reported in the literature. To the best of our knowledge, there have been no reported experimental measurements of the lattice strain tensor measurements within individual silica sand particles. The quantitative measurements reported in this paper at the particle level are very valuable for developing, validating or calibrating micromechanics-based finite element and discrete element models to predict the constitutive behavior of granular materials. 3DXRD represents an exciting new non-destructive technique to directly measure constitutive behavior at the scale of individual particles. More... »

PAGES

517-530

Identifiers

URI

http://scigraph.springernature.com/pub.10.1007/s10035-013-0424-x

DOI

http://dx.doi.org/10.1007/s10035-013-0424-x

DIMENSIONS

https://app.dimensions.ai/details/publication/pub.1003477245


Indexing Status Check whether this publication has been indexed by Scopus and Web Of Science using the SN Indexing Status Tool
Incoming Citations Browse incoming citations for this publication using opencitations.net

JSON-LD is the canonical representation for SciGraph data.

TIP: You can open this SciGraph record using an external JSON-LD service: JSON-LD Playground Google SDTT

[
  {
    "@context": "https://springernature.github.io/scigraph/jsonld/sgcontext.json", 
    "about": [
      {
        "id": "http://purl.org/au-research/vocabulary/anzsrc-for/2008/09", 
        "inDefinedTermSet": "http://purl.org/au-research/vocabulary/anzsrc-for/2008/", 
        "name": "Engineering", 
        "type": "DefinedTerm"
      }, 
      {
        "id": "http://purl.org/au-research/vocabulary/anzsrc-for/2008/0914", 
        "inDefinedTermSet": "http://purl.org/au-research/vocabulary/anzsrc-for/2008/", 
        "name": "Resources Engineering and Extractive Metallurgy", 
        "type": "DefinedTerm"
      }
    ], 
    "author": [
      {
        "affiliation": {
          "alternateName": "Department of Civil and Environmental Engineering, University of Tennessee, 73A Perkins Hall, 37996, Knoxville, TN, USA", 
          "id": "http://www.grid.ac/institutes/grid.411461.7", 
          "name": [
            "Department of Civil and Environmental Engineering, University of Tennessee, 73A Perkins Hall, 37996, Knoxville, TN, USA"
          ], 
          "type": "Organization"
        }, 
        "familyName": "Alshibli", 
        "givenName": "Khalid", 
        "id": "sg:person.013263443506.39", 
        "sameAs": [
          "https://app.dimensions.ai/discover/publication?and_facet_researcher=ur.013263443506.39"
        ], 
        "type": "Person"
      }, 
      {
        "affiliation": {
          "alternateName": "Department of Civil and Environmental Engineering, University of Tennessee, 73A Perkins Hall, 37996, Knoxville, TN, USA", 
          "id": "http://www.grid.ac/institutes/grid.411461.7", 
          "name": [
            "Department of Civil and Environmental Engineering, University of Tennessee, 73A Perkins Hall, 37996, Knoxville, TN, USA"
          ], 
          "type": "Organization"
        }, 
        "familyName": "Cil", 
        "givenName": "Mehmet B.", 
        "id": "sg:person.011251332033.11", 
        "sameAs": [
          "https://app.dimensions.ai/discover/publication?and_facet_researcher=ur.011251332033.11"
        ], 
        "type": "Person"
      }, 
      {
        "affiliation": {
          "alternateName": "Argonne National Laboratory, Argonne, IL, USA", 
          "id": "http://www.grid.ac/institutes/grid.187073.a", 
          "name": [
            "Argonne National Laboratory, Argonne, IL, USA"
          ], 
          "type": "Organization"
        }, 
        "familyName": "Kenesei", 
        "givenName": "Peter", 
        "id": "sg:person.011437344625.00", 
        "sameAs": [
          "https://app.dimensions.ai/discover/publication?and_facet_researcher=ur.011437344625.00"
        ], 
        "type": "Person"
      }, 
      {
        "affiliation": {
          "alternateName": "DESY Photon Science, Deutsches Elektronen-Synchrotron, Hamburg, Germany", 
          "id": "http://www.grid.ac/institutes/grid.7683.a", 
          "name": [
            "DESY Photon Science, Deutsches Elektronen-Synchrotron, Hamburg, Germany"
          ], 
          "type": "Organization"
        }, 
        "familyName": "Lienert", 
        "givenName": "Ulrich", 
        "id": "sg:person.01166235061.10", 
        "sameAs": [
          "https://app.dimensions.ai/discover/publication?and_facet_researcher=ur.01166235061.10"
        ], 
        "type": "Person"
      }
    ], 
    "citation": [
      {
        "id": "sg:pub.10.1007/b97884", 
        "sameAs": [
          "https://app.dimensions.ai/details/publication/pub.1109718995", 
          "https://doi.org/10.1007/b97884"
        ], 
        "type": "CreativeWork"
      }, 
      {
        "id": "sg:pub.10.1007/s10035-012-0353-0", 
        "sameAs": [
          "https://app.dimensions.ai/details/publication/pub.1003391136", 
          "https://doi.org/10.1007/s10035-012-0353-0"
        ], 
        "type": "CreativeWork"
      }, 
      {
        "id": "sg:pub.10.1007/bf00538368", 
        "sameAs": [
          "https://app.dimensions.ai/details/publication/pub.1048714282", 
          "https://doi.org/10.1007/bf00538368"
        ], 
        "type": "CreativeWork"
      }, 
      {
        "id": "sg:pub.10.1007/s12205-009-0233-2", 
        "sameAs": [
          "https://app.dimensions.ai/details/publication/pub.1019843477", 
          "https://doi.org/10.1007/s12205-009-0233-2"
        ], 
        "type": "CreativeWork"
      }, 
      {
        "id": "sg:pub.10.1007/978-3-642-18284-6_14", 
        "sameAs": [
          "https://app.dimensions.ai/details/publication/pub.1038685716", 
          "https://doi.org/10.1007/978-3-642-18284-6_14"
        ], 
        "type": "CreativeWork"
      }, 
      {
        "id": "sg:pub.10.1557/mrs2008.127", 
        "sameAs": [
          "https://app.dimensions.ai/details/publication/pub.1067969423", 
          "https://doi.org/10.1557/mrs2008.127"
        ], 
        "type": "CreativeWork"
      }, 
      {
        "id": "sg:pub.10.1007/s10035-011-0251-x", 
        "sameAs": [
          "https://app.dimensions.ai/details/publication/pub.1049602986", 
          "https://doi.org/10.1007/s10035-011-0251-x"
        ], 
        "type": "CreativeWork"
      }, 
      {
        "id": "sg:pub.10.1038/nature03805", 
        "sameAs": [
          "https://app.dimensions.ai/details/publication/pub.1022065851", 
          "https://doi.org/10.1038/nature03805"
        ], 
        "type": "CreativeWork"
      }
    ], 
    "datePublished": "2013-05-23", 
    "datePublishedReg": "2013-05-23", 
    "description": "The three-dimensional X-ray diffraction (3DXRD) nondestructive technique was used to measure lattice strains within individual sand particles subjected to compressive loading. Three experiments were conducted on similar single columns of silica sand particles with particle sizes between 0.595 and 0.841\u00a0mm. In each experiment, three sand particles were placed inside an acrylic mold with an inner diameter of 1\u00a0mm. Multiple in situ 3DXRD scans were acquired for each sand column as compressive load was increased. The volume-averaged lattice strain tensor was calculated for each sand particle. In addition, particle orientation and volumetric strain were calculated for individual sand particles. The axial normal strain \u03b5zz\\documentclass[12pt]{minimal}\n\t\t\t\t\\usepackage{amsmath}\n\t\t\t\t\\usepackage{wasysym}\n\t\t\t\t\\usepackage{amsfonts}\n\t\t\t\t\\usepackage{amssymb}\n\t\t\t\t\\usepackage{amsbsy}\n\t\t\t\t\\usepackage{mathrsfs}\n\t\t\t\t\\usepackage{upgreek}\n\t\t\t\t\\setlength{\\oddsidemargin}{-69pt}\n\t\t\t\t\\begin{document}$$\\upvarepsilon _\\mathrm{zz}$$\\end{document} exhibited a linear response in the range of 0 to 10\u22123\\documentclass[12pt]{minimal}\n\t\t\t\t\\usepackage{amsmath}\n\t\t\t\t\\usepackage{wasysym}\n\t\t\t\t\\usepackage{amsfonts}\n\t\t\t\t\\usepackage{amssymb}\n\t\t\t\t\\usepackage{amsbsy}\n\t\t\t\t\\usepackage{mathrsfs}\n\t\t\t\t\\usepackage{upgreek}\n\t\t\t\t\\setlength{\\oddsidemargin}{-69pt}\n\t\t\t\t\\begin{document}$$10^{-3}$$\\end{document} when the applied compressive axial load (F) increased from 0 to \u223c\\documentclass[12pt]{minimal}\n\t\t\t\t\\usepackage{amsmath}\n\t\t\t\t\\usepackage{wasysym}\n\t\t\t\t\\usepackage{amsfonts}\n\t\t\t\t\\usepackage{amssymb}\n\t\t\t\t\\usepackage{amsbsy}\n\t\t\t\t\\usepackage{mathrsfs}\n\t\t\t\t\\usepackage{upgreek}\n\t\t\t\t\\setlength{\\oddsidemargin}{-69pt}\n\t\t\t\t\\begin{document}$$\\sim $$\\end{document}30\u00a0N when one particle in the sand column fractured. Stress tensor of individual particles was calculated from the acquired lattice strain measurements and elastic constants of silica sand that were reported in the literature. To the best of our knowledge, there have been no reported experimental measurements of the lattice strain tensor measurements within individual silica sand particles. The quantitative measurements reported in this paper at the particle level are very valuable for developing, validating or calibrating micromechanics-based finite element and discrete element models to predict the constitutive behavior of granular materials. 3DXRD represents an exciting new non-destructive technique to directly measure constitutive behavior at the scale of individual particles.", 
    "genre": "article", 
    "id": "sg:pub.10.1007/s10035-013-0424-x", 
    "isAccessibleForFree": true, 
    "isFundedItemOf": [
      {
        "id": "sg:grant.3134542", 
        "type": "MonetaryGrant"
      }, 
      {
        "id": "sg:grant.3128813", 
        "type": "MonetaryGrant"
      }
    ], 
    "isPartOf": [
      {
        "id": "sg:journal.1052633", 
        "issn": [
          "1434-5021", 
          "1434-7636"
        ], 
        "name": "Granular Matter", 
        "publisher": "Springer Nature", 
        "type": "Periodical"
      }, 
      {
        "issueNumber": "5", 
        "type": "PublicationIssue"
      }, 
      {
        "type": "PublicationVolume", 
        "volumeNumber": "15"
      }
    ], 
    "keywords": [
      "silica sand particles", 
      "individual silica sand particles", 
      "individual sand particles", 
      "sand particles", 
      "constitutive behavior", 
      "high energy synchrotron diffraction", 
      "sand columns", 
      "new non-destructive technique", 
      "compressive axial load", 
      "discrete element model", 
      "individual particles", 
      "axial normal strain", 
      "lattice strain tensor", 
      "non-destructive technique", 
      "element model", 
      "compressive loading", 
      "axial load", 
      "compressive load", 
      "silica sand", 
      "volumetric strain", 
      "granular materials", 
      "finite elements", 
      "inner diameter", 
      "strain tensor", 
      "particle orientation", 
      "experimental measurements", 
      "lattice strain", 
      "synchrotron diffraction", 
      "particle size", 
      "acrylic mold", 
      "nondestructive technique", 
      "stress tensor", 
      "tensor measurements", 
      "elastic constants", 
      "particle level", 
      "particles", 
      "normal strain", 
      "load", 
      "single column", 
      "linear response", 
      "tensor determination", 
      "measurements", 
      "column", 
      "loading", 
      "mold", 
      "sand", 
      "behavior", 
      "diffraction", 
      "materials", 
      "technique", 
      "experiments", 
      "quantitative measurements", 
      "tensor", 
      "diameter", 
      "strains", 
      "range", 
      "orientation", 
      "size", 
      "elements", 
      "model", 
      "lattice", 
      "constants", 
      "determination", 
      "addition", 
      "scale", 
      "response", 
      "literature", 
      "levels", 
      "knowledge", 
      "scans", 
      "paper"
    ], 
    "name": "Strain tensor determination of compressed individual silica sand particles using high-energy synchrotron diffraction", 
    "pagination": "517-530", 
    "productId": [
      {
        "name": "dimensions_id", 
        "type": "PropertyValue", 
        "value": [
          "pub.1003477245"
        ]
      }, 
      {
        "name": "doi", 
        "type": "PropertyValue", 
        "value": [
          "10.1007/s10035-013-0424-x"
        ]
      }
    ], 
    "sameAs": [
      "https://doi.org/10.1007/s10035-013-0424-x", 
      "https://app.dimensions.ai/details/publication/pub.1003477245"
    ], 
    "sdDataset": "articles", 
    "sdDatePublished": "2022-12-01T06:30", 
    "sdLicense": "https://scigraph.springernature.com/explorer/license/", 
    "sdPublisher": {
      "name": "Springer Nature - SN SciGraph project", 
      "type": "Organization"
    }, 
    "sdSource": "s3://com-springernature-scigraph/baseset/20221201/entities/gbq_results/article/article_591.jsonl", 
    "type": "ScholarlyArticle", 
    "url": "https://doi.org/10.1007/s10035-013-0424-x"
  }
]
 

Download the RDF metadata as:  json-ld nt turtle xml License info

HOW TO GET THIS DATA PROGRAMMATICALLY:

JSON-LD is a popular format for linked data which is fully compatible with JSON.

curl -H 'Accept: application/ld+json' 'https://scigraph.springernature.com/pub.10.1007/s10035-013-0424-x'

N-Triples is a line-based linked data format ideal for batch operations.

curl -H 'Accept: application/n-triples' 'https://scigraph.springernature.com/pub.10.1007/s10035-013-0424-x'

Turtle is a human-readable linked data format.

curl -H 'Accept: text/turtle' 'https://scigraph.springernature.com/pub.10.1007/s10035-013-0424-x'

RDF/XML is a standard XML format for linked data.

curl -H 'Accept: application/rdf+xml' 'https://scigraph.springernature.com/pub.10.1007/s10035-013-0424-x'


 

This table displays all metadata directly associated to this object as RDF triples.

191 TRIPLES      21 PREDICATES      103 URIs      87 LITERALS      6 BLANK NODES

Subject Predicate Object
1 sg:pub.10.1007/s10035-013-0424-x schema:about anzsrc-for:09
2 anzsrc-for:0914
3 schema:author N895bf4713fcf4db891916152c3cc0eee
4 schema:citation sg:pub.10.1007/978-3-642-18284-6_14
5 sg:pub.10.1007/b97884
6 sg:pub.10.1007/bf00538368
7 sg:pub.10.1007/s10035-011-0251-x
8 sg:pub.10.1007/s10035-012-0353-0
9 sg:pub.10.1007/s12205-009-0233-2
10 sg:pub.10.1038/nature03805
11 sg:pub.10.1557/mrs2008.127
12 schema:datePublished 2013-05-23
13 schema:datePublishedReg 2013-05-23
14 schema:description The three-dimensional X-ray diffraction (3DXRD) nondestructive technique was used to measure lattice strains within individual sand particles subjected to compressive loading. Three experiments were conducted on similar single columns of silica sand particles with particle sizes between 0.595 and 0.841 mm. In each experiment, three sand particles were placed inside an acrylic mold with an inner diameter of 1 mm. Multiple in situ 3DXRD scans were acquired for each sand column as compressive load was increased. The volume-averaged lattice strain tensor was calculated for each sand particle. In addition, particle orientation and volumetric strain were calculated for individual sand particles. The axial normal strain εzz\documentclass[12pt]{minimal} \usepackage{amsmath} \usepackage{wasysym} \usepackage{amsfonts} \usepackage{amssymb} \usepackage{amsbsy} \usepackage{mathrsfs} \usepackage{upgreek} \setlength{\oddsidemargin}{-69pt} \begin{document}$$\upvarepsilon _\mathrm{zz}$$\end{document} exhibited a linear response in the range of 0 to 10−3\documentclass[12pt]{minimal} \usepackage{amsmath} \usepackage{wasysym} \usepackage{amsfonts} \usepackage{amssymb} \usepackage{amsbsy} \usepackage{mathrsfs} \usepackage{upgreek} \setlength{\oddsidemargin}{-69pt} \begin{document}$$10^{-3}$$\end{document} when the applied compressive axial load (F) increased from 0 to ∼\documentclass[12pt]{minimal} \usepackage{amsmath} \usepackage{wasysym} \usepackage{amsfonts} \usepackage{amssymb} \usepackage{amsbsy} \usepackage{mathrsfs} \usepackage{upgreek} \setlength{\oddsidemargin}{-69pt} \begin{document}$$\sim $$\end{document}30 N when one particle in the sand column fractured. Stress tensor of individual particles was calculated from the acquired lattice strain measurements and elastic constants of silica sand that were reported in the literature. To the best of our knowledge, there have been no reported experimental measurements of the lattice strain tensor measurements within individual silica sand particles. The quantitative measurements reported in this paper at the particle level are very valuable for developing, validating or calibrating micromechanics-based finite element and discrete element models to predict the constitutive behavior of granular materials. 3DXRD represents an exciting new non-destructive technique to directly measure constitutive behavior at the scale of individual particles.
15 schema:genre article
16 schema:isAccessibleForFree true
17 schema:isPartOf N42d8271504c64fe59f466d8364ebef30
18 N9af48263c731402093d97204c79a277a
19 sg:journal.1052633
20 schema:keywords acrylic mold
21 addition
22 axial load
23 axial normal strain
24 behavior
25 column
26 compressive axial load
27 compressive load
28 compressive loading
29 constants
30 constitutive behavior
31 determination
32 diameter
33 diffraction
34 discrete element model
35 elastic constants
36 element model
37 elements
38 experimental measurements
39 experiments
40 finite elements
41 granular materials
42 high energy synchrotron diffraction
43 individual particles
44 individual sand particles
45 individual silica sand particles
46 inner diameter
47 knowledge
48 lattice
49 lattice strain
50 lattice strain tensor
51 levels
52 linear response
53 literature
54 load
55 loading
56 materials
57 measurements
58 model
59 mold
60 new non-destructive technique
61 non-destructive technique
62 nondestructive technique
63 normal strain
64 orientation
65 paper
66 particle level
67 particle orientation
68 particle size
69 particles
70 quantitative measurements
71 range
72 response
73 sand
74 sand columns
75 sand particles
76 scale
77 scans
78 silica sand
79 silica sand particles
80 single column
81 size
82 strain tensor
83 strains
84 stress tensor
85 synchrotron diffraction
86 technique
87 tensor
88 tensor determination
89 tensor measurements
90 volumetric strain
91 schema:name Strain tensor determination of compressed individual silica sand particles using high-energy synchrotron diffraction
92 schema:pagination 517-530
93 schema:productId N333844dae8674825997e8bc7a990d403
94 Nd676ee145fbf44caabadb8b4c7568e61
95 schema:sameAs https://app.dimensions.ai/details/publication/pub.1003477245
96 https://doi.org/10.1007/s10035-013-0424-x
97 schema:sdDatePublished 2022-12-01T06:30
98 schema:sdLicense https://scigraph.springernature.com/explorer/license/
99 schema:sdPublisher N1e98e5d6106944c1b1695aff75eb02a9
100 schema:url https://doi.org/10.1007/s10035-013-0424-x
101 sgo:license sg:explorer/license/
102 sgo:sdDataset articles
103 rdf:type schema:ScholarlyArticle
104 N06ccf07b76be44a9a5993c5fecbd7343 rdf:first sg:person.011437344625.00
105 rdf:rest N87e0195b80024b1b9332792caea17862
106 N1e98e5d6106944c1b1695aff75eb02a9 schema:name Springer Nature - SN SciGraph project
107 rdf:type schema:Organization
108 N333844dae8674825997e8bc7a990d403 schema:name doi
109 schema:value 10.1007/s10035-013-0424-x
110 rdf:type schema:PropertyValue
111 N42d8271504c64fe59f466d8364ebef30 schema:volumeNumber 15
112 rdf:type schema:PublicationVolume
113 N5af0d8f5d6ed45e9a4c43f814f52ddf0 rdf:first sg:person.011251332033.11
114 rdf:rest N06ccf07b76be44a9a5993c5fecbd7343
115 N87e0195b80024b1b9332792caea17862 rdf:first sg:person.01166235061.10
116 rdf:rest rdf:nil
117 N895bf4713fcf4db891916152c3cc0eee rdf:first sg:person.013263443506.39
118 rdf:rest N5af0d8f5d6ed45e9a4c43f814f52ddf0
119 N9af48263c731402093d97204c79a277a schema:issueNumber 5
120 rdf:type schema:PublicationIssue
121 Nd676ee145fbf44caabadb8b4c7568e61 schema:name dimensions_id
122 schema:value pub.1003477245
123 rdf:type schema:PropertyValue
124 anzsrc-for:09 schema:inDefinedTermSet anzsrc-for:
125 schema:name Engineering
126 rdf:type schema:DefinedTerm
127 anzsrc-for:0914 schema:inDefinedTermSet anzsrc-for:
128 schema:name Resources Engineering and Extractive Metallurgy
129 rdf:type schema:DefinedTerm
130 sg:grant.3128813 http://pending.schema.org/fundedItem sg:pub.10.1007/s10035-013-0424-x
131 rdf:type schema:MonetaryGrant
132 sg:grant.3134542 http://pending.schema.org/fundedItem sg:pub.10.1007/s10035-013-0424-x
133 rdf:type schema:MonetaryGrant
134 sg:journal.1052633 schema:issn 1434-5021
135 1434-7636
136 schema:name Granular Matter
137 schema:publisher Springer Nature
138 rdf:type schema:Periodical
139 sg:person.011251332033.11 schema:affiliation grid-institutes:grid.411461.7
140 schema:familyName Cil
141 schema:givenName Mehmet B.
142 schema:sameAs https://app.dimensions.ai/discover/publication?and_facet_researcher=ur.011251332033.11
143 rdf:type schema:Person
144 sg:person.011437344625.00 schema:affiliation grid-institutes:grid.187073.a
145 schema:familyName Kenesei
146 schema:givenName Peter
147 schema:sameAs https://app.dimensions.ai/discover/publication?and_facet_researcher=ur.011437344625.00
148 rdf:type schema:Person
149 sg:person.01166235061.10 schema:affiliation grid-institutes:grid.7683.a
150 schema:familyName Lienert
151 schema:givenName Ulrich
152 schema:sameAs https://app.dimensions.ai/discover/publication?and_facet_researcher=ur.01166235061.10
153 rdf:type schema:Person
154 sg:person.013263443506.39 schema:affiliation grid-institutes:grid.411461.7
155 schema:familyName Alshibli
156 schema:givenName Khalid
157 schema:sameAs https://app.dimensions.ai/discover/publication?and_facet_researcher=ur.013263443506.39
158 rdf:type schema:Person
159 sg:pub.10.1007/978-3-642-18284-6_14 schema:sameAs https://app.dimensions.ai/details/publication/pub.1038685716
160 https://doi.org/10.1007/978-3-642-18284-6_14
161 rdf:type schema:CreativeWork
162 sg:pub.10.1007/b97884 schema:sameAs https://app.dimensions.ai/details/publication/pub.1109718995
163 https://doi.org/10.1007/b97884
164 rdf:type schema:CreativeWork
165 sg:pub.10.1007/bf00538368 schema:sameAs https://app.dimensions.ai/details/publication/pub.1048714282
166 https://doi.org/10.1007/bf00538368
167 rdf:type schema:CreativeWork
168 sg:pub.10.1007/s10035-011-0251-x schema:sameAs https://app.dimensions.ai/details/publication/pub.1049602986
169 https://doi.org/10.1007/s10035-011-0251-x
170 rdf:type schema:CreativeWork
171 sg:pub.10.1007/s10035-012-0353-0 schema:sameAs https://app.dimensions.ai/details/publication/pub.1003391136
172 https://doi.org/10.1007/s10035-012-0353-0
173 rdf:type schema:CreativeWork
174 sg:pub.10.1007/s12205-009-0233-2 schema:sameAs https://app.dimensions.ai/details/publication/pub.1019843477
175 https://doi.org/10.1007/s12205-009-0233-2
176 rdf:type schema:CreativeWork
177 sg:pub.10.1038/nature03805 schema:sameAs https://app.dimensions.ai/details/publication/pub.1022065851
178 https://doi.org/10.1038/nature03805
179 rdf:type schema:CreativeWork
180 sg:pub.10.1557/mrs2008.127 schema:sameAs https://app.dimensions.ai/details/publication/pub.1067969423
181 https://doi.org/10.1557/mrs2008.127
182 rdf:type schema:CreativeWork
183 grid-institutes:grid.187073.a schema:alternateName Argonne National Laboratory, Argonne, IL, USA
184 schema:name Argonne National Laboratory, Argonne, IL, USA
185 rdf:type schema:Organization
186 grid-institutes:grid.411461.7 schema:alternateName Department of Civil and Environmental Engineering, University of Tennessee, 73A Perkins Hall, 37996, Knoxville, TN, USA
187 schema:name Department of Civil and Environmental Engineering, University of Tennessee, 73A Perkins Hall, 37996, Knoxville, TN, USA
188 rdf:type schema:Organization
189 grid-institutes:grid.7683.a schema:alternateName DESY Photon Science, Deutsches Elektronen-Synchrotron, Hamburg, Germany
190 schema:name DESY Photon Science, Deutsches Elektronen-Synchrotron, Hamburg, Germany
191 rdf:type schema:Organization
 




Preview window. Press ESC to close (or click here)


...