Characterization of Impact Damage in Ultra-High Performance Concrete Using Spatially Correlated Nanoindentation/SEM/EDX
Abstract Little work has been done to study the fundamental material behaviors and failure mechanisms of cement-based materials including ordinary Portland cement concrete and ultra-high performance concretes (UHPCs) under high strain impact and penetration loads at lower length scales. These high s...
Ausführliche Beschreibung
Autor*in: |
Moser, R. D. [verfasserIn] |
---|
Format: |
Artikel |
---|---|
Sprache: |
Englisch |
Erschienen: |
2013 |
---|
Schlagwörter: |
---|
Anmerkung: |
© ASM International 2013 |
---|
Übergeordnetes Werk: |
Enthalten in: Journal of materials engineering and performance - Springer US, 1992, 22(2013), 12 vom: 14. Aug., Seite 3902-3908 |
---|---|
Übergeordnetes Werk: |
volume:22 ; year:2013 ; number:12 ; day:14 ; month:08 ; pages:3902-3908 |
Links: |
---|
DOI / URN: |
10.1007/s11665-013-0668-y |
---|
Katalog-ID: |
OLC205304280X |
---|
LEADER | 01000caa a22002652 4500 | ||
---|---|---|---|
001 | OLC205304280X | ||
003 | DE-627 | ||
005 | 20230401131416.0 | ||
007 | tu | ||
008 | 200820s2013 xx ||||| 00| ||eng c | ||
024 | 7 | |a 10.1007/s11665-013-0668-y |2 doi | |
035 | |a (DE-627)OLC205304280X | ||
035 | |a (DE-He213)s11665-013-0668-y-p | ||
040 | |a DE-627 |b ger |c DE-627 |e rakwb | ||
041 | |a eng | ||
082 | 0 | 4 | |a 620 |a 660 |a 670 |q VZ |
100 | 1 | |a Moser, R. D. |e verfasserin |4 aut | |
245 | 1 | 0 | |a Characterization of Impact Damage in Ultra-High Performance Concrete Using Spatially Correlated Nanoindentation/SEM/EDX |
264 | 1 | |c 2013 | |
336 | |a Text |b txt |2 rdacontent | ||
337 | |a ohne Hilfsmittel zu benutzen |b n |2 rdamedia | ||
338 | |a Band |b nc |2 rdacarrier | ||
500 | |a © ASM International 2013 | ||
520 | |a Abstract Little work has been done to study the fundamental material behaviors and failure mechanisms of cement-based materials including ordinary Portland cement concrete and ultra-high performance concretes (UHPCs) under high strain impact and penetration loads at lower length scales. These high strain rate loadings have many possible effects on UHPCs at the microscale and nanoscale, including alterations in the hydration state and bonding present in phases such as calcium silicate hydrate, in addition to fracture and debonding. In this work, the possible chemical and physical changes in UHPCs subjected to high strain rate impact and penetration loads were investigated using a novel technique wherein nanoindentation measurements were spatially correlated with images using scanning electron microscopy and chemical composition using energy dispersive x-ray microanalysis. Results indicate that impact degrades both the elastic modulus and indentation hardness of UHPCs, and in particular hydrated phases, with damage likely occurring due to microfracturing and debonding. | ||
650 | 4 | |a characterization | |
650 | 4 | |a EDX | |
650 | 4 | |a elastic moduli | |
650 | 4 | |a high performance concrete | |
650 | 4 | |a nanoindentation | |
650 | 4 | |a SEM | |
650 | 4 | |a ultra-high performance concrete | |
700 | 1 | |a Allison, P. G. |4 aut | |
700 | 1 | |a Chandler, M. Q. |4 aut | |
773 | 0 | 8 | |i Enthalten in |t Journal of materials engineering and performance |d Springer US, 1992 |g 22(2013), 12 vom: 14. Aug., Seite 3902-3908 |w (DE-627)131147366 |w (DE-600)1129075-4 |w (DE-576)033027250 |x 1059-9495 |7 nnns |
773 | 1 | 8 | |g volume:22 |g year:2013 |g number:12 |g day:14 |g month:08 |g pages:3902-3908 |
856 | 4 | 1 | |u https://doi.org/10.1007/s11665-013-0668-y |z lizenzpflichtig |3 Volltext |
912 | |a GBV_USEFLAG_A | ||
912 | |a SYSFLAG_A | ||
912 | |a GBV_OLC | ||
912 | |a SSG-OLC-TEC | ||
912 | |a GBV_ILN_70 | ||
951 | |a AR | ||
952 | |d 22 |j 2013 |e 12 |b 14 |c 08 |h 3902-3908 |
author_variant |
r d m rd rdm p g a pg pga m q c mq mqc |
---|---|
matchkey_str |
article:10599495:2013----::hrceiainfmataaenlrhgpromneoceesnsailyor |
hierarchy_sort_str |
2013 |
publishDate |
2013 |
allfields |
10.1007/s11665-013-0668-y doi (DE-627)OLC205304280X (DE-He213)s11665-013-0668-y-p DE-627 ger DE-627 rakwb eng 620 660 670 VZ Moser, R. D. verfasserin aut Characterization of Impact Damage in Ultra-High Performance Concrete Using Spatially Correlated Nanoindentation/SEM/EDX 2013 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier © ASM International 2013 Abstract Little work has been done to study the fundamental material behaviors and failure mechanisms of cement-based materials including ordinary Portland cement concrete and ultra-high performance concretes (UHPCs) under high strain impact and penetration loads at lower length scales. These high strain rate loadings have many possible effects on UHPCs at the microscale and nanoscale, including alterations in the hydration state and bonding present in phases such as calcium silicate hydrate, in addition to fracture and debonding. In this work, the possible chemical and physical changes in UHPCs subjected to high strain rate impact and penetration loads were investigated using a novel technique wherein nanoindentation measurements were spatially correlated with images using scanning electron microscopy and chemical composition using energy dispersive x-ray microanalysis. Results indicate that impact degrades both the elastic modulus and indentation hardness of UHPCs, and in particular hydrated phases, with damage likely occurring due to microfracturing and debonding. characterization EDX elastic moduli high performance concrete nanoindentation SEM ultra-high performance concrete Allison, P. G. aut Chandler, M. Q. aut Enthalten in Journal of materials engineering and performance Springer US, 1992 22(2013), 12 vom: 14. Aug., Seite 3902-3908 (DE-627)131147366 (DE-600)1129075-4 (DE-576)033027250 1059-9495 nnns volume:22 year:2013 number:12 day:14 month:08 pages:3902-3908 https://doi.org/10.1007/s11665-013-0668-y lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-TEC GBV_ILN_70 AR 22 2013 12 14 08 3902-3908 |
spelling |
10.1007/s11665-013-0668-y doi (DE-627)OLC205304280X (DE-He213)s11665-013-0668-y-p DE-627 ger DE-627 rakwb eng 620 660 670 VZ Moser, R. D. verfasserin aut Characterization of Impact Damage in Ultra-High Performance Concrete Using Spatially Correlated Nanoindentation/SEM/EDX 2013 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier © ASM International 2013 Abstract Little work has been done to study the fundamental material behaviors and failure mechanisms of cement-based materials including ordinary Portland cement concrete and ultra-high performance concretes (UHPCs) under high strain impact and penetration loads at lower length scales. These high strain rate loadings have many possible effects on UHPCs at the microscale and nanoscale, including alterations in the hydration state and bonding present in phases such as calcium silicate hydrate, in addition to fracture and debonding. In this work, the possible chemical and physical changes in UHPCs subjected to high strain rate impact and penetration loads were investigated using a novel technique wherein nanoindentation measurements were spatially correlated with images using scanning electron microscopy and chemical composition using energy dispersive x-ray microanalysis. Results indicate that impact degrades both the elastic modulus and indentation hardness of UHPCs, and in particular hydrated phases, with damage likely occurring due to microfracturing and debonding. characterization EDX elastic moduli high performance concrete nanoindentation SEM ultra-high performance concrete Allison, P. G. aut Chandler, M. Q. aut Enthalten in Journal of materials engineering and performance Springer US, 1992 22(2013), 12 vom: 14. Aug., Seite 3902-3908 (DE-627)131147366 (DE-600)1129075-4 (DE-576)033027250 1059-9495 nnns volume:22 year:2013 number:12 day:14 month:08 pages:3902-3908 https://doi.org/10.1007/s11665-013-0668-y lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-TEC GBV_ILN_70 AR 22 2013 12 14 08 3902-3908 |
allfields_unstemmed |
10.1007/s11665-013-0668-y doi (DE-627)OLC205304280X (DE-He213)s11665-013-0668-y-p DE-627 ger DE-627 rakwb eng 620 660 670 VZ Moser, R. D. verfasserin aut Characterization of Impact Damage in Ultra-High Performance Concrete Using Spatially Correlated Nanoindentation/SEM/EDX 2013 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier © ASM International 2013 Abstract Little work has been done to study the fundamental material behaviors and failure mechanisms of cement-based materials including ordinary Portland cement concrete and ultra-high performance concretes (UHPCs) under high strain impact and penetration loads at lower length scales. These high strain rate loadings have many possible effects on UHPCs at the microscale and nanoscale, including alterations in the hydration state and bonding present in phases such as calcium silicate hydrate, in addition to fracture and debonding. In this work, the possible chemical and physical changes in UHPCs subjected to high strain rate impact and penetration loads were investigated using a novel technique wherein nanoindentation measurements were spatially correlated with images using scanning electron microscopy and chemical composition using energy dispersive x-ray microanalysis. Results indicate that impact degrades both the elastic modulus and indentation hardness of UHPCs, and in particular hydrated phases, with damage likely occurring due to microfracturing and debonding. characterization EDX elastic moduli high performance concrete nanoindentation SEM ultra-high performance concrete Allison, P. G. aut Chandler, M. Q. aut Enthalten in Journal of materials engineering and performance Springer US, 1992 22(2013), 12 vom: 14. Aug., Seite 3902-3908 (DE-627)131147366 (DE-600)1129075-4 (DE-576)033027250 1059-9495 nnns volume:22 year:2013 number:12 day:14 month:08 pages:3902-3908 https://doi.org/10.1007/s11665-013-0668-y lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-TEC GBV_ILN_70 AR 22 2013 12 14 08 3902-3908 |
allfieldsGer |
10.1007/s11665-013-0668-y doi (DE-627)OLC205304280X (DE-He213)s11665-013-0668-y-p DE-627 ger DE-627 rakwb eng 620 660 670 VZ Moser, R. D. verfasserin aut Characterization of Impact Damage in Ultra-High Performance Concrete Using Spatially Correlated Nanoindentation/SEM/EDX 2013 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier © ASM International 2013 Abstract Little work has been done to study the fundamental material behaviors and failure mechanisms of cement-based materials including ordinary Portland cement concrete and ultra-high performance concretes (UHPCs) under high strain impact and penetration loads at lower length scales. These high strain rate loadings have many possible effects on UHPCs at the microscale and nanoscale, including alterations in the hydration state and bonding present in phases such as calcium silicate hydrate, in addition to fracture and debonding. In this work, the possible chemical and physical changes in UHPCs subjected to high strain rate impact and penetration loads were investigated using a novel technique wherein nanoindentation measurements were spatially correlated with images using scanning electron microscopy and chemical composition using energy dispersive x-ray microanalysis. Results indicate that impact degrades both the elastic modulus and indentation hardness of UHPCs, and in particular hydrated phases, with damage likely occurring due to microfracturing and debonding. characterization EDX elastic moduli high performance concrete nanoindentation SEM ultra-high performance concrete Allison, P. G. aut Chandler, M. Q. aut Enthalten in Journal of materials engineering and performance Springer US, 1992 22(2013), 12 vom: 14. Aug., Seite 3902-3908 (DE-627)131147366 (DE-600)1129075-4 (DE-576)033027250 1059-9495 nnns volume:22 year:2013 number:12 day:14 month:08 pages:3902-3908 https://doi.org/10.1007/s11665-013-0668-y lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-TEC GBV_ILN_70 AR 22 2013 12 14 08 3902-3908 |
allfieldsSound |
10.1007/s11665-013-0668-y doi (DE-627)OLC205304280X (DE-He213)s11665-013-0668-y-p DE-627 ger DE-627 rakwb eng 620 660 670 VZ Moser, R. D. verfasserin aut Characterization of Impact Damage in Ultra-High Performance Concrete Using Spatially Correlated Nanoindentation/SEM/EDX 2013 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier © ASM International 2013 Abstract Little work has been done to study the fundamental material behaviors and failure mechanisms of cement-based materials including ordinary Portland cement concrete and ultra-high performance concretes (UHPCs) under high strain impact and penetration loads at lower length scales. These high strain rate loadings have many possible effects on UHPCs at the microscale and nanoscale, including alterations in the hydration state and bonding present in phases such as calcium silicate hydrate, in addition to fracture and debonding. In this work, the possible chemical and physical changes in UHPCs subjected to high strain rate impact and penetration loads were investigated using a novel technique wherein nanoindentation measurements were spatially correlated with images using scanning electron microscopy and chemical composition using energy dispersive x-ray microanalysis. Results indicate that impact degrades both the elastic modulus and indentation hardness of UHPCs, and in particular hydrated phases, with damage likely occurring due to microfracturing and debonding. characterization EDX elastic moduli high performance concrete nanoindentation SEM ultra-high performance concrete Allison, P. G. aut Chandler, M. Q. aut Enthalten in Journal of materials engineering and performance Springer US, 1992 22(2013), 12 vom: 14. Aug., Seite 3902-3908 (DE-627)131147366 (DE-600)1129075-4 (DE-576)033027250 1059-9495 nnns volume:22 year:2013 number:12 day:14 month:08 pages:3902-3908 https://doi.org/10.1007/s11665-013-0668-y lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-TEC GBV_ILN_70 AR 22 2013 12 14 08 3902-3908 |
language |
English |
source |
Enthalten in Journal of materials engineering and performance 22(2013), 12 vom: 14. Aug., Seite 3902-3908 volume:22 year:2013 number:12 day:14 month:08 pages:3902-3908 |
sourceStr |
Enthalten in Journal of materials engineering and performance 22(2013), 12 vom: 14. Aug., Seite 3902-3908 volume:22 year:2013 number:12 day:14 month:08 pages:3902-3908 |
format_phy_str_mv |
Article |
institution |
findex.gbv.de |
topic_facet |
characterization EDX elastic moduli high performance concrete nanoindentation SEM ultra-high performance concrete |
dewey-raw |
620 |
isfreeaccess_bool |
false |
container_title |
Journal of materials engineering and performance |
authorswithroles_txt_mv |
Moser, R. D. @@aut@@ Allison, P. G. @@aut@@ Chandler, M. Q. @@aut@@ |
publishDateDaySort_date |
2013-08-14T00:00:00Z |
hierarchy_top_id |
131147366 |
dewey-sort |
3620 |
id |
OLC205304280X |
language_de |
englisch |
fullrecord |
<?xml version="1.0" encoding="UTF-8"?><collection xmlns="http://www.loc.gov/MARC21/slim"><record><leader>01000caa a22002652 4500</leader><controlfield tag="001">OLC205304280X</controlfield><controlfield tag="003">DE-627</controlfield><controlfield tag="005">20230401131416.0</controlfield><controlfield tag="007">tu</controlfield><controlfield tag="008">200820s2013 xx ||||| 00| ||eng c</controlfield><datafield tag="024" ind1="7" ind2=" "><subfield code="a">10.1007/s11665-013-0668-y</subfield><subfield code="2">doi</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(DE-627)OLC205304280X</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(DE-He213)s11665-013-0668-y-p</subfield></datafield><datafield tag="040" ind1=" " ind2=" "><subfield code="a">DE-627</subfield><subfield code="b">ger</subfield><subfield code="c">DE-627</subfield><subfield code="e">rakwb</subfield></datafield><datafield tag="041" ind1=" " ind2=" "><subfield code="a">eng</subfield></datafield><datafield tag="082" ind1="0" ind2="4"><subfield code="a">620</subfield><subfield code="a">660</subfield><subfield code="a">670</subfield><subfield code="q">VZ</subfield></datafield><datafield tag="100" ind1="1" ind2=" "><subfield code="a">Moser, R. D.</subfield><subfield code="e">verfasserin</subfield><subfield code="4">aut</subfield></datafield><datafield tag="245" ind1="1" ind2="0"><subfield code="a">Characterization of Impact Damage in Ultra-High Performance Concrete Using Spatially Correlated Nanoindentation/SEM/EDX</subfield></datafield><datafield tag="264" ind1=" " ind2="1"><subfield code="c">2013</subfield></datafield><datafield tag="336" ind1=" " ind2=" "><subfield code="a">Text</subfield><subfield code="b">txt</subfield><subfield code="2">rdacontent</subfield></datafield><datafield tag="337" ind1=" " ind2=" "><subfield code="a">ohne Hilfsmittel zu benutzen</subfield><subfield code="b">n</subfield><subfield code="2">rdamedia</subfield></datafield><datafield tag="338" ind1=" " ind2=" "><subfield code="a">Band</subfield><subfield code="b">nc</subfield><subfield code="2">rdacarrier</subfield></datafield><datafield tag="500" ind1=" " ind2=" "><subfield code="a">© ASM International 2013</subfield></datafield><datafield tag="520" ind1=" " ind2=" "><subfield code="a">Abstract Little work has been done to study the fundamental material behaviors and failure mechanisms of cement-based materials including ordinary Portland cement concrete and ultra-high performance concretes (UHPCs) under high strain impact and penetration loads at lower length scales. These high strain rate loadings have many possible effects on UHPCs at the microscale and nanoscale, including alterations in the hydration state and bonding present in phases such as calcium silicate hydrate, in addition to fracture and debonding. In this work, the possible chemical and physical changes in UHPCs subjected to high strain rate impact and penetration loads were investigated using a novel technique wherein nanoindentation measurements were spatially correlated with images using scanning electron microscopy and chemical composition using energy dispersive x-ray microanalysis. Results indicate that impact degrades both the elastic modulus and indentation hardness of UHPCs, and in particular hydrated phases, with damage likely occurring due to microfracturing and debonding.</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">characterization</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">EDX</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">elastic moduli</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">high performance concrete</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">nanoindentation</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">SEM</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">ultra-high performance concrete</subfield></datafield><datafield tag="700" ind1="1" ind2=" "><subfield code="a">Allison, P. G.</subfield><subfield code="4">aut</subfield></datafield><datafield tag="700" ind1="1" ind2=" "><subfield code="a">Chandler, M. Q.</subfield><subfield code="4">aut</subfield></datafield><datafield tag="773" ind1="0" ind2="8"><subfield code="i">Enthalten in</subfield><subfield code="t">Journal of materials engineering and performance</subfield><subfield code="d">Springer US, 1992</subfield><subfield code="g">22(2013), 12 vom: 14. Aug., Seite 3902-3908</subfield><subfield code="w">(DE-627)131147366</subfield><subfield code="w">(DE-600)1129075-4</subfield><subfield code="w">(DE-576)033027250</subfield><subfield code="x">1059-9495</subfield><subfield code="7">nnns</subfield></datafield><datafield tag="773" ind1="1" ind2="8"><subfield code="g">volume:22</subfield><subfield code="g">year:2013</subfield><subfield code="g">number:12</subfield><subfield code="g">day:14</subfield><subfield code="g">month:08</subfield><subfield code="g">pages:3902-3908</subfield></datafield><datafield tag="856" ind1="4" ind2="1"><subfield code="u">https://doi.org/10.1007/s11665-013-0668-y</subfield><subfield code="z">lizenzpflichtig</subfield><subfield code="3">Volltext</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_USEFLAG_A</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">SYSFLAG_A</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_OLC</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">SSG-OLC-TEC</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_70</subfield></datafield><datafield tag="951" ind1=" " ind2=" "><subfield code="a">AR</subfield></datafield><datafield tag="952" ind1=" " ind2=" "><subfield code="d">22</subfield><subfield code="j">2013</subfield><subfield code="e">12</subfield><subfield code="b">14</subfield><subfield code="c">08</subfield><subfield code="h">3902-3908</subfield></datafield></record></collection>
|
author |
Moser, R. D. |
spellingShingle |
Moser, R. D. ddc 620 misc characterization misc EDX misc elastic moduli misc high performance concrete misc nanoindentation misc SEM misc ultra-high performance concrete Characterization of Impact Damage in Ultra-High Performance Concrete Using Spatially Correlated Nanoindentation/SEM/EDX |
authorStr |
Moser, R. D. |
ppnlink_with_tag_str_mv |
@@773@@(DE-627)131147366 |
format |
Article |
dewey-ones |
620 - Engineering & allied operations 660 - Chemical engineering 670 - Manufacturing |
delete_txt_mv |
keep |
author_role |
aut aut aut |
collection |
OLC |
remote_str |
false |
illustrated |
Not Illustrated |
issn |
1059-9495 |
topic_title |
620 660 670 VZ Characterization of Impact Damage in Ultra-High Performance Concrete Using Spatially Correlated Nanoindentation/SEM/EDX characterization EDX elastic moduli high performance concrete nanoindentation SEM ultra-high performance concrete |
topic |
ddc 620 misc characterization misc EDX misc elastic moduli misc high performance concrete misc nanoindentation misc SEM misc ultra-high performance concrete |
topic_unstemmed |
ddc 620 misc characterization misc EDX misc elastic moduli misc high performance concrete misc nanoindentation misc SEM misc ultra-high performance concrete |
topic_browse |
ddc 620 misc characterization misc EDX misc elastic moduli misc high performance concrete misc nanoindentation misc SEM misc ultra-high performance concrete |
format_facet |
Aufsätze Gedruckte Aufsätze |
format_main_str_mv |
Text Zeitschrift/Artikel |
carriertype_str_mv |
nc |
hierarchy_parent_title |
Journal of materials engineering and performance |
hierarchy_parent_id |
131147366 |
dewey-tens |
620 - Engineering 660 - Chemical engineering 670 - Manufacturing |
hierarchy_top_title |
Journal of materials engineering and performance |
isfreeaccess_txt |
false |
familylinks_str_mv |
(DE-627)131147366 (DE-600)1129075-4 (DE-576)033027250 |
title |
Characterization of Impact Damage in Ultra-High Performance Concrete Using Spatially Correlated Nanoindentation/SEM/EDX |
ctrlnum |
(DE-627)OLC205304280X (DE-He213)s11665-013-0668-y-p |
title_full |
Characterization of Impact Damage in Ultra-High Performance Concrete Using Spatially Correlated Nanoindentation/SEM/EDX |
author_sort |
Moser, R. D. |
journal |
Journal of materials engineering and performance |
journalStr |
Journal of materials engineering and performance |
lang_code |
eng |
isOA_bool |
false |
dewey-hundreds |
600 - Technology |
recordtype |
marc |
publishDateSort |
2013 |
contenttype_str_mv |
txt |
container_start_page |
3902 |
author_browse |
Moser, R. D. Allison, P. G. Chandler, M. Q. |
container_volume |
22 |
class |
620 660 670 VZ |
format_se |
Aufsätze |
author-letter |
Moser, R. D. |
doi_str_mv |
10.1007/s11665-013-0668-y |
dewey-full |
620 660 670 |
title_sort |
characterization of impact damage in ultra-high performance concrete using spatially correlated nanoindentation/sem/edx |
title_auth |
Characterization of Impact Damage in Ultra-High Performance Concrete Using Spatially Correlated Nanoindentation/SEM/EDX |
abstract |
Abstract Little work has been done to study the fundamental material behaviors and failure mechanisms of cement-based materials including ordinary Portland cement concrete and ultra-high performance concretes (UHPCs) under high strain impact and penetration loads at lower length scales. These high strain rate loadings have many possible effects on UHPCs at the microscale and nanoscale, including alterations in the hydration state and bonding present in phases such as calcium silicate hydrate, in addition to fracture and debonding. In this work, the possible chemical and physical changes in UHPCs subjected to high strain rate impact and penetration loads were investigated using a novel technique wherein nanoindentation measurements were spatially correlated with images using scanning electron microscopy and chemical composition using energy dispersive x-ray microanalysis. Results indicate that impact degrades both the elastic modulus and indentation hardness of UHPCs, and in particular hydrated phases, with damage likely occurring due to microfracturing and debonding. © ASM International 2013 |
abstractGer |
Abstract Little work has been done to study the fundamental material behaviors and failure mechanisms of cement-based materials including ordinary Portland cement concrete and ultra-high performance concretes (UHPCs) under high strain impact and penetration loads at lower length scales. These high strain rate loadings have many possible effects on UHPCs at the microscale and nanoscale, including alterations in the hydration state and bonding present in phases such as calcium silicate hydrate, in addition to fracture and debonding. In this work, the possible chemical and physical changes in UHPCs subjected to high strain rate impact and penetration loads were investigated using a novel technique wherein nanoindentation measurements were spatially correlated with images using scanning electron microscopy and chemical composition using energy dispersive x-ray microanalysis. Results indicate that impact degrades both the elastic modulus and indentation hardness of UHPCs, and in particular hydrated phases, with damage likely occurring due to microfracturing and debonding. © ASM International 2013 |
abstract_unstemmed |
Abstract Little work has been done to study the fundamental material behaviors and failure mechanisms of cement-based materials including ordinary Portland cement concrete and ultra-high performance concretes (UHPCs) under high strain impact and penetration loads at lower length scales. These high strain rate loadings have many possible effects on UHPCs at the microscale and nanoscale, including alterations in the hydration state and bonding present in phases such as calcium silicate hydrate, in addition to fracture and debonding. In this work, the possible chemical and physical changes in UHPCs subjected to high strain rate impact and penetration loads were investigated using a novel technique wherein nanoindentation measurements were spatially correlated with images using scanning electron microscopy and chemical composition using energy dispersive x-ray microanalysis. Results indicate that impact degrades both the elastic modulus and indentation hardness of UHPCs, and in particular hydrated phases, with damage likely occurring due to microfracturing and debonding. © ASM International 2013 |
collection_details |
GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-TEC GBV_ILN_70 |
container_issue |
12 |
title_short |
Characterization of Impact Damage in Ultra-High Performance Concrete Using Spatially Correlated Nanoindentation/SEM/EDX |
url |
https://doi.org/10.1007/s11665-013-0668-y |
remote_bool |
false |
author2 |
Allison, P. G. Chandler, M. Q. |
author2Str |
Allison, P. G. Chandler, M. Q. |
ppnlink |
131147366 |
mediatype_str_mv |
n |
isOA_txt |
false |
hochschulschrift_bool |
false |
doi_str |
10.1007/s11665-013-0668-y |
up_date |
2024-07-03T17:46:37.112Z |
_version_ |
1803580915961561088 |
fullrecord_marcxml |
<?xml version="1.0" encoding="UTF-8"?><collection xmlns="http://www.loc.gov/MARC21/slim"><record><leader>01000caa a22002652 4500</leader><controlfield tag="001">OLC205304280X</controlfield><controlfield tag="003">DE-627</controlfield><controlfield tag="005">20230401131416.0</controlfield><controlfield tag="007">tu</controlfield><controlfield tag="008">200820s2013 xx ||||| 00| ||eng c</controlfield><datafield tag="024" ind1="7" ind2=" "><subfield code="a">10.1007/s11665-013-0668-y</subfield><subfield code="2">doi</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(DE-627)OLC205304280X</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(DE-He213)s11665-013-0668-y-p</subfield></datafield><datafield tag="040" ind1=" " ind2=" "><subfield code="a">DE-627</subfield><subfield code="b">ger</subfield><subfield code="c">DE-627</subfield><subfield code="e">rakwb</subfield></datafield><datafield tag="041" ind1=" " ind2=" "><subfield code="a">eng</subfield></datafield><datafield tag="082" ind1="0" ind2="4"><subfield code="a">620</subfield><subfield code="a">660</subfield><subfield code="a">670</subfield><subfield code="q">VZ</subfield></datafield><datafield tag="100" ind1="1" ind2=" "><subfield code="a">Moser, R. D.</subfield><subfield code="e">verfasserin</subfield><subfield code="4">aut</subfield></datafield><datafield tag="245" ind1="1" ind2="0"><subfield code="a">Characterization of Impact Damage in Ultra-High Performance Concrete Using Spatially Correlated Nanoindentation/SEM/EDX</subfield></datafield><datafield tag="264" ind1=" " ind2="1"><subfield code="c">2013</subfield></datafield><datafield tag="336" ind1=" " ind2=" "><subfield code="a">Text</subfield><subfield code="b">txt</subfield><subfield code="2">rdacontent</subfield></datafield><datafield tag="337" ind1=" " ind2=" "><subfield code="a">ohne Hilfsmittel zu benutzen</subfield><subfield code="b">n</subfield><subfield code="2">rdamedia</subfield></datafield><datafield tag="338" ind1=" " ind2=" "><subfield code="a">Band</subfield><subfield code="b">nc</subfield><subfield code="2">rdacarrier</subfield></datafield><datafield tag="500" ind1=" " ind2=" "><subfield code="a">© ASM International 2013</subfield></datafield><datafield tag="520" ind1=" " ind2=" "><subfield code="a">Abstract Little work has been done to study the fundamental material behaviors and failure mechanisms of cement-based materials including ordinary Portland cement concrete and ultra-high performance concretes (UHPCs) under high strain impact and penetration loads at lower length scales. These high strain rate loadings have many possible effects on UHPCs at the microscale and nanoscale, including alterations in the hydration state and bonding present in phases such as calcium silicate hydrate, in addition to fracture and debonding. In this work, the possible chemical and physical changes in UHPCs subjected to high strain rate impact and penetration loads were investigated using a novel technique wherein nanoindentation measurements were spatially correlated with images using scanning electron microscopy and chemical composition using energy dispersive x-ray microanalysis. Results indicate that impact degrades both the elastic modulus and indentation hardness of UHPCs, and in particular hydrated phases, with damage likely occurring due to microfracturing and debonding.</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">characterization</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">EDX</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">elastic moduli</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">high performance concrete</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">nanoindentation</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">SEM</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">ultra-high performance concrete</subfield></datafield><datafield tag="700" ind1="1" ind2=" "><subfield code="a">Allison, P. G.</subfield><subfield code="4">aut</subfield></datafield><datafield tag="700" ind1="1" ind2=" "><subfield code="a">Chandler, M. Q.</subfield><subfield code="4">aut</subfield></datafield><datafield tag="773" ind1="0" ind2="8"><subfield code="i">Enthalten in</subfield><subfield code="t">Journal of materials engineering and performance</subfield><subfield code="d">Springer US, 1992</subfield><subfield code="g">22(2013), 12 vom: 14. Aug., Seite 3902-3908</subfield><subfield code="w">(DE-627)131147366</subfield><subfield code="w">(DE-600)1129075-4</subfield><subfield code="w">(DE-576)033027250</subfield><subfield code="x">1059-9495</subfield><subfield code="7">nnns</subfield></datafield><datafield tag="773" ind1="1" ind2="8"><subfield code="g">volume:22</subfield><subfield code="g">year:2013</subfield><subfield code="g">number:12</subfield><subfield code="g">day:14</subfield><subfield code="g">month:08</subfield><subfield code="g">pages:3902-3908</subfield></datafield><datafield tag="856" ind1="4" ind2="1"><subfield code="u">https://doi.org/10.1007/s11665-013-0668-y</subfield><subfield code="z">lizenzpflichtig</subfield><subfield code="3">Volltext</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_USEFLAG_A</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">SYSFLAG_A</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_OLC</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">SSG-OLC-TEC</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_70</subfield></datafield><datafield tag="951" ind1=" " ind2=" "><subfield code="a">AR</subfield></datafield><datafield tag="952" ind1=" " ind2=" "><subfield code="d">22</subfield><subfield code="j">2013</subfield><subfield code="e">12</subfield><subfield code="b">14</subfield><subfield code="c">08</subfield><subfield code="h">3902-3908</subfield></datafield></record></collection>
|
score |
7.4006147 |