Experimental and numerical parametric study on flexural behavior of concrete beams reinforced with hybrid combinations of steel and BFRP bars
• FRP-steel RC beams as a new structure had a performance better than beams reinforced with either pure steel or FRP bars. • The flexural strength and post-yielding stiffness of the hybrid reinforced beams are governed by the bond model of FRP bars. • The hybrid reinforcement ratio plays an importan...
Ausführliche Beschreibung
Gespeichert in:
| Autor*in: |
Hussein, Ahmed [verfasserIn] |
|---|
| Format: |
E-Artikel |
|---|---|
| Sprache: |
Englisch |
| Erschienen: |
2022 |
|---|
| Schlagwörter: |
|---|
| Übergeordnetes Werk: |
Enthalten in: Versatile, but not focused, traffic offenders are more likely to be at fault for a fatal crash - Davey, Benjamin ELSEVIER, 2022, an international journal, Amsterdam |
|---|---|
| Übergeordnetes Werk: |
volume:302 ; year:2022 ; day:15 ; month:12 ; pages:0 |
| Links: |
|---|
| DOI / URN: |
10.1016/j.compstruct.2022.116230 |
|---|
| Katalog-ID: |
ELV059156864 |
|---|
| LEADER | 01000caa a22002652 4500 | ||
|---|---|---|---|
| 001 | ELV059156864 | ||
| 003 | DE-627 | ||
| 005 | 20230625012259.0 | ||
| 007 | cr uuu---uuuuu | ||
| 008 | 221103s2022 xx |||||o 00| ||eng c | ||
| 024 | 7 | |a 10.1016/j.compstruct.2022.116230 |2 doi | |
| 028 | 5 | 2 | |a /cbs_pica/cbs_olc/import_discovery/elsevier/einzuspielen/GBV00000000001927.pica |
| 035 | |a (DE-627)ELV059156864 | ||
| 035 | |a (ELSEVIER)S0263-8223(22)00962-X | ||
| 040 | |a DE-627 |b ger |c DE-627 |e rakwb | ||
| 041 | |a eng | ||
| 082 | 0 | 4 | |a 690 |q VZ |
| 084 | |a 50.17 |2 bkl | ||
| 084 | |a 55.80 |2 bkl | ||
| 084 | |a 44.80 |2 bkl | ||
| 100 | 1 | |a Hussein, Ahmed |e verfasserin |4 aut | |
| 245 | 1 | 0 | |a Experimental and numerical parametric study on flexural behavior of concrete beams reinforced with hybrid combinations of steel and BFRP bars |
| 264 | 1 | |c 2022 | |
| 336 | |a nicht spezifiziert |b zzz |2 rdacontent | ||
| 337 | |a nicht spezifiziert |b z |2 rdamedia | ||
| 338 | |a nicht spezifiziert |b zu |2 rdacarrier | ||
| 520 | |a • FRP-steel RC beams as a new structure had a performance better than beams reinforced with either pure steel or FRP bars. • The flexural strength and post-yielding stiffness of the hybrid reinforced beams are governed by the bond model of FRP bars. • The hybrid reinforcement ratio plays an important role to fulfil the deflection and deformability requirements. | ||
| 650 | 7 | |a Finite element model |2 Elsevier | |
| 650 | 7 | |a Bond-slip behavior |2 Elsevier | |
| 650 | 7 | |a Basalt FRP |2 Elsevier | |
| 650 | 7 | |a Hybrid reinforcement |2 Elsevier | |
| 700 | 1 | |a Huang, Huang |4 oth | |
| 700 | 1 | |a Okuno, Yuki |4 oth | |
| 700 | 1 | |a Wu, Zhishen |4 oth | |
| 773 | 0 | 8 | |i Enthalten in |n Elsevier |a Davey, Benjamin ELSEVIER |t Versatile, but not focused, traffic offenders are more likely to be at fault for a fatal crash |d 2022 |d an international journal |g Amsterdam |w (DE-627)ELV007891687 |
| 773 | 1 | 8 | |g volume:302 |g year:2022 |g day:15 |g month:12 |g pages:0 |
| 856 | 4 | 0 | |u https://doi.org/10.1016/j.compstruct.2022.116230 |3 Volltext |
| 912 | |a GBV_USEFLAG_U | ||
| 912 | |a GBV_ELV | ||
| 912 | |a SYSFLAG_U | ||
| 936 | b | k | |a 50.17 |j Sicherheitstechnik |q VZ |
| 936 | b | k | |a 55.80 |j Verkehrswesen |j Transportwesen: Allgemeines |q VZ |
| 936 | b | k | |a 44.80 |j Unfallmedizin |j Notfallmedizin |q VZ |
| 951 | |a AR | ||
| 952 | |d 302 |j 2022 |b 15 |c 1215 |h 0 | ||
| author_variant |
a h ah |
|---|---|
| matchkey_str |
husseinahmedhuanghuangokunoyukiwuzhishen:2022----:xeietlnnmrclaaerctdofeuabhvoocnrtbasenocdihyr |
| hierarchy_sort_str |
2022 |
| bklnumber |
50.17 55.80 44.80 |
| publishDate |
2022 |
| allfields |
10.1016/j.compstruct.2022.116230 doi /cbs_pica/cbs_olc/import_discovery/elsevier/einzuspielen/GBV00000000001927.pica (DE-627)ELV059156864 (ELSEVIER)S0263-8223(22)00962-X DE-627 ger DE-627 rakwb eng 690 VZ 50.17 bkl 55.80 bkl 44.80 bkl Hussein, Ahmed verfasserin aut Experimental and numerical parametric study on flexural behavior of concrete beams reinforced with hybrid combinations of steel and BFRP bars 2022 nicht spezifiziert zzz rdacontent nicht spezifiziert z rdamedia nicht spezifiziert zu rdacarrier • FRP-steel RC beams as a new structure had a performance better than beams reinforced with either pure steel or FRP bars. • The flexural strength and post-yielding stiffness of the hybrid reinforced beams are governed by the bond model of FRP bars. • The hybrid reinforcement ratio plays an important role to fulfil the deflection and deformability requirements. Finite element model Elsevier Bond-slip behavior Elsevier Basalt FRP Elsevier Hybrid reinforcement Elsevier Huang, Huang oth Okuno, Yuki oth Wu, Zhishen oth Enthalten in Elsevier Davey, Benjamin ELSEVIER Versatile, but not focused, traffic offenders are more likely to be at fault for a fatal crash 2022 an international journal Amsterdam (DE-627)ELV007891687 volume:302 year:2022 day:15 month:12 pages:0 https://doi.org/10.1016/j.compstruct.2022.116230 Volltext GBV_USEFLAG_U GBV_ELV SYSFLAG_U 50.17 Sicherheitstechnik VZ 55.80 Verkehrswesen Transportwesen: Allgemeines VZ 44.80 Unfallmedizin Notfallmedizin VZ AR 302 2022 15 1215 0 |
| spelling |
10.1016/j.compstruct.2022.116230 doi /cbs_pica/cbs_olc/import_discovery/elsevier/einzuspielen/GBV00000000001927.pica (DE-627)ELV059156864 (ELSEVIER)S0263-8223(22)00962-X DE-627 ger DE-627 rakwb eng 690 VZ 50.17 bkl 55.80 bkl 44.80 bkl Hussein, Ahmed verfasserin aut Experimental and numerical parametric study on flexural behavior of concrete beams reinforced with hybrid combinations of steel and BFRP bars 2022 nicht spezifiziert zzz rdacontent nicht spezifiziert z rdamedia nicht spezifiziert zu rdacarrier • FRP-steel RC beams as a new structure had a performance better than beams reinforced with either pure steel or FRP bars. • The flexural strength and post-yielding stiffness of the hybrid reinforced beams are governed by the bond model of FRP bars. • The hybrid reinforcement ratio plays an important role to fulfil the deflection and deformability requirements. Finite element model Elsevier Bond-slip behavior Elsevier Basalt FRP Elsevier Hybrid reinforcement Elsevier Huang, Huang oth Okuno, Yuki oth Wu, Zhishen oth Enthalten in Elsevier Davey, Benjamin ELSEVIER Versatile, but not focused, traffic offenders are more likely to be at fault for a fatal crash 2022 an international journal Amsterdam (DE-627)ELV007891687 volume:302 year:2022 day:15 month:12 pages:0 https://doi.org/10.1016/j.compstruct.2022.116230 Volltext GBV_USEFLAG_U GBV_ELV SYSFLAG_U 50.17 Sicherheitstechnik VZ 55.80 Verkehrswesen Transportwesen: Allgemeines VZ 44.80 Unfallmedizin Notfallmedizin VZ AR 302 2022 15 1215 0 |
| allfields_unstemmed |
10.1016/j.compstruct.2022.116230 doi /cbs_pica/cbs_olc/import_discovery/elsevier/einzuspielen/GBV00000000001927.pica (DE-627)ELV059156864 (ELSEVIER)S0263-8223(22)00962-X DE-627 ger DE-627 rakwb eng 690 VZ 50.17 bkl 55.80 bkl 44.80 bkl Hussein, Ahmed verfasserin aut Experimental and numerical parametric study on flexural behavior of concrete beams reinforced with hybrid combinations of steel and BFRP bars 2022 nicht spezifiziert zzz rdacontent nicht spezifiziert z rdamedia nicht spezifiziert zu rdacarrier • FRP-steel RC beams as a new structure had a performance better than beams reinforced with either pure steel or FRP bars. • The flexural strength and post-yielding stiffness of the hybrid reinforced beams are governed by the bond model of FRP bars. • The hybrid reinforcement ratio plays an important role to fulfil the deflection and deformability requirements. Finite element model Elsevier Bond-slip behavior Elsevier Basalt FRP Elsevier Hybrid reinforcement Elsevier Huang, Huang oth Okuno, Yuki oth Wu, Zhishen oth Enthalten in Elsevier Davey, Benjamin ELSEVIER Versatile, but not focused, traffic offenders are more likely to be at fault for a fatal crash 2022 an international journal Amsterdam (DE-627)ELV007891687 volume:302 year:2022 day:15 month:12 pages:0 https://doi.org/10.1016/j.compstruct.2022.116230 Volltext GBV_USEFLAG_U GBV_ELV SYSFLAG_U 50.17 Sicherheitstechnik VZ 55.80 Verkehrswesen Transportwesen: Allgemeines VZ 44.80 Unfallmedizin Notfallmedizin VZ AR 302 2022 15 1215 0 |
| allfieldsGer |
10.1016/j.compstruct.2022.116230 doi /cbs_pica/cbs_olc/import_discovery/elsevier/einzuspielen/GBV00000000001927.pica (DE-627)ELV059156864 (ELSEVIER)S0263-8223(22)00962-X DE-627 ger DE-627 rakwb eng 690 VZ 50.17 bkl 55.80 bkl 44.80 bkl Hussein, Ahmed verfasserin aut Experimental and numerical parametric study on flexural behavior of concrete beams reinforced with hybrid combinations of steel and BFRP bars 2022 nicht spezifiziert zzz rdacontent nicht spezifiziert z rdamedia nicht spezifiziert zu rdacarrier • FRP-steel RC beams as a new structure had a performance better than beams reinforced with either pure steel or FRP bars. • The flexural strength and post-yielding stiffness of the hybrid reinforced beams are governed by the bond model of FRP bars. • The hybrid reinforcement ratio plays an important role to fulfil the deflection and deformability requirements. Finite element model Elsevier Bond-slip behavior Elsevier Basalt FRP Elsevier Hybrid reinforcement Elsevier Huang, Huang oth Okuno, Yuki oth Wu, Zhishen oth Enthalten in Elsevier Davey, Benjamin ELSEVIER Versatile, but not focused, traffic offenders are more likely to be at fault for a fatal crash 2022 an international journal Amsterdam (DE-627)ELV007891687 volume:302 year:2022 day:15 month:12 pages:0 https://doi.org/10.1016/j.compstruct.2022.116230 Volltext GBV_USEFLAG_U GBV_ELV SYSFLAG_U 50.17 Sicherheitstechnik VZ 55.80 Verkehrswesen Transportwesen: Allgemeines VZ 44.80 Unfallmedizin Notfallmedizin VZ AR 302 2022 15 1215 0 |
| allfieldsSound |
10.1016/j.compstruct.2022.116230 doi /cbs_pica/cbs_olc/import_discovery/elsevier/einzuspielen/GBV00000000001927.pica (DE-627)ELV059156864 (ELSEVIER)S0263-8223(22)00962-X DE-627 ger DE-627 rakwb eng 690 VZ 50.17 bkl 55.80 bkl 44.80 bkl Hussein, Ahmed verfasserin aut Experimental and numerical parametric study on flexural behavior of concrete beams reinforced with hybrid combinations of steel and BFRP bars 2022 nicht spezifiziert zzz rdacontent nicht spezifiziert z rdamedia nicht spezifiziert zu rdacarrier • FRP-steel RC beams as a new structure had a performance better than beams reinforced with either pure steel or FRP bars. • The flexural strength and post-yielding stiffness of the hybrid reinforced beams are governed by the bond model of FRP bars. • The hybrid reinforcement ratio plays an important role to fulfil the deflection and deformability requirements. Finite element model Elsevier Bond-slip behavior Elsevier Basalt FRP Elsevier Hybrid reinforcement Elsevier Huang, Huang oth Okuno, Yuki oth Wu, Zhishen oth Enthalten in Elsevier Davey, Benjamin ELSEVIER Versatile, but not focused, traffic offenders are more likely to be at fault for a fatal crash 2022 an international journal Amsterdam (DE-627)ELV007891687 volume:302 year:2022 day:15 month:12 pages:0 https://doi.org/10.1016/j.compstruct.2022.116230 Volltext GBV_USEFLAG_U GBV_ELV SYSFLAG_U 50.17 Sicherheitstechnik VZ 55.80 Verkehrswesen Transportwesen: Allgemeines VZ 44.80 Unfallmedizin Notfallmedizin VZ AR 302 2022 15 1215 0 |
| language |
English |
| source |
Enthalten in Versatile, but not focused, traffic offenders are more likely to be at fault for a fatal crash Amsterdam volume:302 year:2022 day:15 month:12 pages:0 |
| sourceStr |
Enthalten in Versatile, but not focused, traffic offenders are more likely to be at fault for a fatal crash Amsterdam volume:302 year:2022 day:15 month:12 pages:0 |
| format_phy_str_mv |
Article |
| bklname |
Sicherheitstechnik Verkehrswesen Transportwesen: Allgemeines Unfallmedizin Notfallmedizin |
| institution |
findex.gbv.de |
| topic_facet |
Finite element model Bond-slip behavior Basalt FRP Hybrid reinforcement |
| dewey-raw |
690 |
| isfreeaccess_bool |
false |
| container_title |
Versatile, but not focused, traffic offenders are more likely to be at fault for a fatal crash |
| authorswithroles_txt_mv |
Hussein, Ahmed @@aut@@ Huang, Huang @@oth@@ Okuno, Yuki @@oth@@ Wu, Zhishen @@oth@@ |
| publishDateDaySort_date |
2022-01-15T00:00:00Z |
| hierarchy_top_id |
ELV007891687 |
| dewey-sort |
3690 |
| id |
ELV059156864 |
| 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">ELV059156864</controlfield><controlfield tag="003">DE-627</controlfield><controlfield tag="005">20230625012259.0</controlfield><controlfield tag="007">cr uuu---uuuuu</controlfield><controlfield tag="008">221103s2022 xx |||||o 00| ||eng c</controlfield><datafield tag="024" ind1="7" ind2=" "><subfield code="a">10.1016/j.compstruct.2022.116230</subfield><subfield code="2">doi</subfield></datafield><datafield tag="028" ind1="5" ind2="2"><subfield code="a">/cbs_pica/cbs_olc/import_discovery/elsevier/einzuspielen/GBV00000000001927.pica</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(DE-627)ELV059156864</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(ELSEVIER)S0263-8223(22)00962-X</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">690</subfield><subfield code="q">VZ</subfield></datafield><datafield tag="084" ind1=" " ind2=" "><subfield code="a">50.17</subfield><subfield code="2">bkl</subfield></datafield><datafield tag="084" ind1=" " ind2=" "><subfield code="a">55.80</subfield><subfield code="2">bkl</subfield></datafield><datafield tag="084" ind1=" " ind2=" "><subfield code="a">44.80</subfield><subfield code="2">bkl</subfield></datafield><datafield tag="100" ind1="1" ind2=" "><subfield code="a">Hussein, Ahmed</subfield><subfield code="e">verfasserin</subfield><subfield code="4">aut</subfield></datafield><datafield tag="245" ind1="1" ind2="0"><subfield code="a">Experimental and numerical parametric study on flexural behavior of concrete beams reinforced with hybrid combinations of steel and BFRP bars</subfield></datafield><datafield tag="264" ind1=" " ind2="1"><subfield code="c">2022</subfield></datafield><datafield tag="336" ind1=" " ind2=" "><subfield code="a">nicht spezifiziert</subfield><subfield code="b">zzz</subfield><subfield code="2">rdacontent</subfield></datafield><datafield tag="337" ind1=" " ind2=" "><subfield code="a">nicht spezifiziert</subfield><subfield code="b">z</subfield><subfield code="2">rdamedia</subfield></datafield><datafield tag="338" ind1=" " ind2=" "><subfield code="a">nicht spezifiziert</subfield><subfield code="b">zu</subfield><subfield code="2">rdacarrier</subfield></datafield><datafield tag="520" ind1=" " ind2=" "><subfield code="a">• FRP-steel RC beams as a new structure had a performance better than beams reinforced with either pure steel or FRP bars. • The flexural strength and post-yielding stiffness of the hybrid reinforced beams are governed by the bond model of FRP bars. • The hybrid reinforcement ratio plays an important role to fulfil the deflection and deformability requirements.</subfield></datafield><datafield tag="650" ind1=" " ind2="7"><subfield code="a">Finite element model</subfield><subfield code="2">Elsevier</subfield></datafield><datafield tag="650" ind1=" " ind2="7"><subfield code="a">Bond-slip behavior</subfield><subfield code="2">Elsevier</subfield></datafield><datafield tag="650" ind1=" " ind2="7"><subfield code="a">Basalt FRP</subfield><subfield code="2">Elsevier</subfield></datafield><datafield tag="650" ind1=" " ind2="7"><subfield code="a">Hybrid reinforcement</subfield><subfield code="2">Elsevier</subfield></datafield><datafield tag="700" ind1="1" ind2=" "><subfield code="a">Huang, Huang</subfield><subfield code="4">oth</subfield></datafield><datafield tag="700" ind1="1" ind2=" "><subfield code="a">Okuno, Yuki</subfield><subfield code="4">oth</subfield></datafield><datafield tag="700" ind1="1" ind2=" "><subfield code="a">Wu, Zhishen</subfield><subfield code="4">oth</subfield></datafield><datafield tag="773" ind1="0" ind2="8"><subfield code="i">Enthalten in</subfield><subfield code="n">Elsevier</subfield><subfield code="a">Davey, Benjamin ELSEVIER</subfield><subfield code="t">Versatile, but not focused, traffic offenders are more likely to be at fault for a fatal crash</subfield><subfield code="d">2022</subfield><subfield code="d">an international journal</subfield><subfield code="g">Amsterdam</subfield><subfield code="w">(DE-627)ELV007891687</subfield></datafield><datafield tag="773" ind1="1" ind2="8"><subfield code="g">volume:302</subfield><subfield code="g">year:2022</subfield><subfield code="g">day:15</subfield><subfield code="g">month:12</subfield><subfield code="g">pages:0</subfield></datafield><datafield tag="856" ind1="4" ind2="0"><subfield code="u">https://doi.org/10.1016/j.compstruct.2022.116230</subfield><subfield code="3">Volltext</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_USEFLAG_U</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ELV</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">SYSFLAG_U</subfield></datafield><datafield tag="936" ind1="b" ind2="k"><subfield code="a">50.17</subfield><subfield code="j">Sicherheitstechnik</subfield><subfield code="q">VZ</subfield></datafield><datafield tag="936" ind1="b" ind2="k"><subfield code="a">55.80</subfield><subfield code="j">Verkehrswesen</subfield><subfield code="j">Transportwesen: Allgemeines</subfield><subfield code="q">VZ</subfield></datafield><datafield tag="936" ind1="b" ind2="k"><subfield code="a">44.80</subfield><subfield code="j">Unfallmedizin</subfield><subfield code="j">Notfallmedizin</subfield><subfield code="q">VZ</subfield></datafield><datafield tag="951" ind1=" " ind2=" "><subfield code="a">AR</subfield></datafield><datafield tag="952" ind1=" " ind2=" "><subfield code="d">302</subfield><subfield code="j">2022</subfield><subfield code="b">15</subfield><subfield code="c">1215</subfield><subfield code="h">0</subfield></datafield></record></collection>
|
| author |
Hussein, Ahmed |
| spellingShingle |
Hussein, Ahmed ddc 690 bkl 50.17 bkl 55.80 bkl 44.80 Elsevier Finite element model Elsevier Bond-slip behavior Elsevier Basalt FRP Elsevier Hybrid reinforcement Experimental and numerical parametric study on flexural behavior of concrete beams reinforced with hybrid combinations of steel and BFRP bars |
| authorStr |
Hussein, Ahmed |
| ppnlink_with_tag_str_mv |
@@773@@(DE-627)ELV007891687 |
| format |
electronic Article |
| dewey-ones |
690 - Buildings |
| delete_txt_mv |
keep |
| author_role |
aut |
| collection |
elsevier |
| remote_str |
true |
| illustrated |
Not Illustrated |
| topic_title |
690 VZ 50.17 bkl 55.80 bkl 44.80 bkl Experimental and numerical parametric study on flexural behavior of concrete beams reinforced with hybrid combinations of steel and BFRP bars Finite element model Elsevier Bond-slip behavior Elsevier Basalt FRP Elsevier Hybrid reinforcement Elsevier |
| topic |
ddc 690 bkl 50.17 bkl 55.80 bkl 44.80 Elsevier Finite element model Elsevier Bond-slip behavior Elsevier Basalt FRP Elsevier Hybrid reinforcement |
| topic_unstemmed |
ddc 690 bkl 50.17 bkl 55.80 bkl 44.80 Elsevier Finite element model Elsevier Bond-slip behavior Elsevier Basalt FRP Elsevier Hybrid reinforcement |
| topic_browse |
ddc 690 bkl 50.17 bkl 55.80 bkl 44.80 Elsevier Finite element model Elsevier Bond-slip behavior Elsevier Basalt FRP Elsevier Hybrid reinforcement |
| format_facet |
Elektronische Aufsätze Aufsätze Elektronische Ressource |
| format_main_str_mv |
Text Zeitschrift/Artikel |
| carriertype_str_mv |
zu |
| author2_variant |
h h hh y o yo z w zw |
| hierarchy_parent_title |
Versatile, but not focused, traffic offenders are more likely to be at fault for a fatal crash |
| hierarchy_parent_id |
ELV007891687 |
| dewey-tens |
690 - Building & construction |
| hierarchy_top_title |
Versatile, but not focused, traffic offenders are more likely to be at fault for a fatal crash |
| isfreeaccess_txt |
false |
| familylinks_str_mv |
(DE-627)ELV007891687 |
| title |
Experimental and numerical parametric study on flexural behavior of concrete beams reinforced with hybrid combinations of steel and BFRP bars |
| ctrlnum |
(DE-627)ELV059156864 (ELSEVIER)S0263-8223(22)00962-X |
| title_full |
Experimental and numerical parametric study on flexural behavior of concrete beams reinforced with hybrid combinations of steel and BFRP bars |
| author_sort |
Hussein, Ahmed |
| journal |
Versatile, but not focused, traffic offenders are more likely to be at fault for a fatal crash |
| journalStr |
Versatile, but not focused, traffic offenders are more likely to be at fault for a fatal crash |
| lang_code |
eng |
| isOA_bool |
false |
| dewey-hundreds |
600 - Technology |
| recordtype |
marc |
| publishDateSort |
2022 |
| contenttype_str_mv |
zzz |
| container_start_page |
0 |
| author_browse |
Hussein, Ahmed |
| container_volume |
302 |
| class |
690 VZ 50.17 bkl 55.80 bkl 44.80 bkl |
| format_se |
Elektronische Aufsätze |
| author-letter |
Hussein, Ahmed |
| doi_str_mv |
10.1016/j.compstruct.2022.116230 |
| dewey-full |
690 |
| title_sort |
experimental and numerical parametric study on flexural behavior of concrete beams reinforced with hybrid combinations of steel and bfrp bars |
| title_auth |
Experimental and numerical parametric study on flexural behavior of concrete beams reinforced with hybrid combinations of steel and BFRP bars |
| abstract |
• FRP-steel RC beams as a new structure had a performance better than beams reinforced with either pure steel or FRP bars. • The flexural strength and post-yielding stiffness of the hybrid reinforced beams are governed by the bond model of FRP bars. • The hybrid reinforcement ratio plays an important role to fulfil the deflection and deformability requirements. |
| abstractGer |
• FRP-steel RC beams as a new structure had a performance better than beams reinforced with either pure steel or FRP bars. • The flexural strength and post-yielding stiffness of the hybrid reinforced beams are governed by the bond model of FRP bars. • The hybrid reinforcement ratio plays an important role to fulfil the deflection and deformability requirements. |
| abstract_unstemmed |
• FRP-steel RC beams as a new structure had a performance better than beams reinforced with either pure steel or FRP bars. • The flexural strength and post-yielding stiffness of the hybrid reinforced beams are governed by the bond model of FRP bars. • The hybrid reinforcement ratio plays an important role to fulfil the deflection and deformability requirements. |
| collection_details |
GBV_USEFLAG_U GBV_ELV SYSFLAG_U |
| title_short |
Experimental and numerical parametric study on flexural behavior of concrete beams reinforced with hybrid combinations of steel and BFRP bars |
| url |
https://doi.org/10.1016/j.compstruct.2022.116230 |
| remote_bool |
true |
| author2 |
Huang, Huang Okuno, Yuki Wu, Zhishen |
| author2Str |
Huang, Huang Okuno, Yuki Wu, Zhishen |
| ppnlink |
ELV007891687 |
| mediatype_str_mv |
z |
| isOA_txt |
false |
| hochschulschrift_bool |
false |
| author2_role |
oth oth oth |
| doi_str |
10.1016/j.compstruct.2022.116230 |
| up_date |
2024-07-06T21:08:49.616Z |
| _version_ |
1803865428712226816 |
| 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">ELV059156864</controlfield><controlfield tag="003">DE-627</controlfield><controlfield tag="005">20230625012259.0</controlfield><controlfield tag="007">cr uuu---uuuuu</controlfield><controlfield tag="008">221103s2022 xx |||||o 00| ||eng c</controlfield><datafield tag="024" ind1="7" ind2=" "><subfield code="a">10.1016/j.compstruct.2022.116230</subfield><subfield code="2">doi</subfield></datafield><datafield tag="028" ind1="5" ind2="2"><subfield code="a">/cbs_pica/cbs_olc/import_discovery/elsevier/einzuspielen/GBV00000000001927.pica</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(DE-627)ELV059156864</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(ELSEVIER)S0263-8223(22)00962-X</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">690</subfield><subfield code="q">VZ</subfield></datafield><datafield tag="084" ind1=" " ind2=" "><subfield code="a">50.17</subfield><subfield code="2">bkl</subfield></datafield><datafield tag="084" ind1=" " ind2=" "><subfield code="a">55.80</subfield><subfield code="2">bkl</subfield></datafield><datafield tag="084" ind1=" " ind2=" "><subfield code="a">44.80</subfield><subfield code="2">bkl</subfield></datafield><datafield tag="100" ind1="1" ind2=" "><subfield code="a">Hussein, Ahmed</subfield><subfield code="e">verfasserin</subfield><subfield code="4">aut</subfield></datafield><datafield tag="245" ind1="1" ind2="0"><subfield code="a">Experimental and numerical parametric study on flexural behavior of concrete beams reinforced with hybrid combinations of steel and BFRP bars</subfield></datafield><datafield tag="264" ind1=" " ind2="1"><subfield code="c">2022</subfield></datafield><datafield tag="336" ind1=" " ind2=" "><subfield code="a">nicht spezifiziert</subfield><subfield code="b">zzz</subfield><subfield code="2">rdacontent</subfield></datafield><datafield tag="337" ind1=" " ind2=" "><subfield code="a">nicht spezifiziert</subfield><subfield code="b">z</subfield><subfield code="2">rdamedia</subfield></datafield><datafield tag="338" ind1=" " ind2=" "><subfield code="a">nicht spezifiziert</subfield><subfield code="b">zu</subfield><subfield code="2">rdacarrier</subfield></datafield><datafield tag="520" ind1=" " ind2=" "><subfield code="a">• FRP-steel RC beams as a new structure had a performance better than beams reinforced with either pure steel or FRP bars. • The flexural strength and post-yielding stiffness of the hybrid reinforced beams are governed by the bond model of FRP bars. • The hybrid reinforcement ratio plays an important role to fulfil the deflection and deformability requirements.</subfield></datafield><datafield tag="650" ind1=" " ind2="7"><subfield code="a">Finite element model</subfield><subfield code="2">Elsevier</subfield></datafield><datafield tag="650" ind1=" " ind2="7"><subfield code="a">Bond-slip behavior</subfield><subfield code="2">Elsevier</subfield></datafield><datafield tag="650" ind1=" " ind2="7"><subfield code="a">Basalt FRP</subfield><subfield code="2">Elsevier</subfield></datafield><datafield tag="650" ind1=" " ind2="7"><subfield code="a">Hybrid reinforcement</subfield><subfield code="2">Elsevier</subfield></datafield><datafield tag="700" ind1="1" ind2=" "><subfield code="a">Huang, Huang</subfield><subfield code="4">oth</subfield></datafield><datafield tag="700" ind1="1" ind2=" "><subfield code="a">Okuno, Yuki</subfield><subfield code="4">oth</subfield></datafield><datafield tag="700" ind1="1" ind2=" "><subfield code="a">Wu, Zhishen</subfield><subfield code="4">oth</subfield></datafield><datafield tag="773" ind1="0" ind2="8"><subfield code="i">Enthalten in</subfield><subfield code="n">Elsevier</subfield><subfield code="a">Davey, Benjamin ELSEVIER</subfield><subfield code="t">Versatile, but not focused, traffic offenders are more likely to be at fault for a fatal crash</subfield><subfield code="d">2022</subfield><subfield code="d">an international journal</subfield><subfield code="g">Amsterdam</subfield><subfield code="w">(DE-627)ELV007891687</subfield></datafield><datafield tag="773" ind1="1" ind2="8"><subfield code="g">volume:302</subfield><subfield code="g">year:2022</subfield><subfield code="g">day:15</subfield><subfield code="g">month:12</subfield><subfield code="g">pages:0</subfield></datafield><datafield tag="856" ind1="4" ind2="0"><subfield code="u">https://doi.org/10.1016/j.compstruct.2022.116230</subfield><subfield code="3">Volltext</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_USEFLAG_U</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ELV</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">SYSFLAG_U</subfield></datafield><datafield tag="936" ind1="b" ind2="k"><subfield code="a">50.17</subfield><subfield code="j">Sicherheitstechnik</subfield><subfield code="q">VZ</subfield></datafield><datafield tag="936" ind1="b" ind2="k"><subfield code="a">55.80</subfield><subfield code="j">Verkehrswesen</subfield><subfield code="j">Transportwesen: Allgemeines</subfield><subfield code="q">VZ</subfield></datafield><datafield tag="936" ind1="b" ind2="k"><subfield code="a">44.80</subfield><subfield code="j">Unfallmedizin</subfield><subfield code="j">Notfallmedizin</subfield><subfield code="q">VZ</subfield></datafield><datafield tag="951" ind1=" " ind2=" "><subfield code="a">AR</subfield></datafield><datafield tag="952" ind1=" " ind2=" "><subfield code="d">302</subfield><subfield code="j">2022</subfield><subfield code="b">15</subfield><subfield code="c">1215</subfield><subfield code="h">0</subfield></datafield></record></collection>
|
| score |
7.4004374 |