TRM vs FRP jacketing in shear strengthening of concrete members subjected to high temperatures
This paper presents the first study on the performance of TRM and FRP jacketing in shear strengthening of reinforced concrete (RC) members subjected to ambient and high temperatures, including both medium-scale rectangular beams and full-scale T-beams. Key parameters investigated on the medium-scale...
Saved in:
| Published in: | Composites. Part B, Engineering Vol. 106; pp. 190 - 205 |
|---|---|
| Main Authors: | , |
| Format: | Journal Article |
| Language: | English |
| Published: |
Elsevier Ltd
01.12.2016
|
| Subjects: | |
| ISSN: | 1359-8368, 1879-1069 |
| Online Access: | Get full text |
| Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
| Abstract | This paper presents the first study on the performance of TRM and FRP jacketing in shear strengthening of reinforced concrete (RC) members subjected to ambient and high temperatures, including both medium-scale rectangular beams and full-scale T-beams. Key parameters investigated on the medium-scale rectangular RC beams include: (a) the matrix used to impregnate the fibres, namely resin or mortar, resulting in two strengthening systems (TRM or FRP), (b) the level of high temperature to which the specimens are exposed (20 °C, 100 °C, 150 °C, 250 °C), (c) the strengthening configuration (side-bonding, U-wrapping and full-wrapping), (d) the number of jacketing layers (2 and 3) and (e) the textile properties (geometry, material). The effectiveness of both non-anchored and anchored TRM jackets in shear strengthening of full-scale T-beams at high temperature was also studied. It is concluded that TRM possess excellent performance as strengthening material at high temperature. TRM jacketing remained very effective in shear strengthening of concrete at high temperature; on the contrary the effectiveness of side-bonding and U-wrapping FRP jacketing was reduced nearly to zero when subjected at temperatures above the glass transition temperature. |
|---|---|
| AbstractList | This paper presents the first study on the performance of TRM and FRP jacketing in shear strengthening of reinforced concrete (RC) members subjected to ambient and high temperatures, including both medium-scale rectangular beams and full-scale T-beams. Key parameters investigated on the medium-scale rectangular RC beams include: (a) the matrix used to impregnate the fibres, namely resin or mortar, resulting in two strengthening systems (TRM or FRP), (b) the level of high temperature to which the specimens are exposed (20 degree C, 100 degree C, 150 degree C, 250 degree C), (c) the strengthening configuration (side-bonding, U-wrapping and full-wrapping), (d) the number of jacketing layers (2 and 3) and (e) the textile properties (geometry, material). The effectiveness of both non-anchored and anchored TRM jackets in shear strengthening of full-scale T-beams at high temperature was also studied. It is concluded that TRM possess excellent performance as strengthening material at high temperature. TRM jacketing remained very effective in shear strengthening of concrete at high temperature; on the contrary the effectiveness of side-bonding and U-wrapping FRP jacketing was reduced nearly to zero when subjected at temperatures above the glass transition temperature. This paper presents the first study on the performance of TRM and FRP jacketing in shear strengthening of reinforced concrete (RC) members subjected to ambient and high temperatures, including both medium-scale rectangular beams and full-scale T-beams. Key parameters investigated on the medium-scale rectangular RC beams include: (a) the matrix used to impregnate the fibres, namely resin or mortar, resulting in two strengthening systems (TRM or FRP), (b) the level of high temperature to which the specimens are exposed (20 °C, 100 °C, 150 °C, 250 °C), (c) the strengthening configuration (side-bonding, U-wrapping and full-wrapping), (d) the number of jacketing layers (2 and 3) and (e) the textile properties (geometry, material). The effectiveness of both non-anchored and anchored TRM jackets in shear strengthening of full-scale T-beams at high temperature was also studied. It is concluded that TRM possess excellent performance as strengthening material at high temperature. TRM jacketing remained very effective in shear strengthening of concrete at high temperature; on the contrary the effectiveness of side-bonding and U-wrapping FRP jacketing was reduced nearly to zero when subjected at temperatures above the glass transition temperature. |
| Author | Bournas, Dionysios A. Tetta, Zoi C. |
| Author_xml | – sequence: 1 givenname: Zoi C. surname: Tetta fullname: Tetta, Zoi C. email: zoi.tetta@nottingham.ac.uk organization: Department of Civil Engineering, University of Nottingham, NG7 2RD, Nottingham, UK – sequence: 2 givenname: Dionysios A. surname: Bournas fullname: Bournas, Dionysios A. organization: European Commission, Joint Research Centre (JRC), Directorate for Space, Security & Migration, Safety and Security of Buildings, European Laboratory for Structural Assessment, TP480, Via Enrico Fermi 2749, I-21020, Ispra, VA, Italy |
| BookMark | eNqNkEFv1DAQhS1UJNrCfzA3LgljO3HiE0IrCkhFrapyxXKcya7Dxl483kr8e7JaDohTTzN6eu87fFfsIqaIjL0VUAsQ-v1c-7QcEoWCNNRyjWowNUj9gl2KvjOVAG0u1l-1puqV7l-xK6IZAJpWyUv24_HhG38ifvNwz2fnf2IJcctD5LRDlzmVjHFbdhhPcZq4T9FnLMgXXAbMxOk4zOgLjrwkvgvbHS-4HDC7csxIr9nLye0J3_y91-z7zafHzZfq9u7z183H28o30JbK-1FqB8IjKKemQTdKylF0XoyybQfsRg99hw1KgaLtzAQKUGs5aRj8ulTX7N2Ze8jp1xGp2CWQx_3eRUxHsqJv2h5Mb9RaNeeqz4ko42QPOSwu_7YC7Mmpne0_Tu3JqQVjV6fr9sN_Wx-KKyHFkl3YP4uwORNwtfEUMFvyAaPHMeRVox1TeAblD-_XnyE |
| CitedBy_id | crossref_primary_10_1016_j_firesaf_2020_103186 crossref_primary_10_1016_j_conbuildmat_2019_117748 crossref_primary_10_1016_j_conbuildmat_2023_134019 crossref_primary_10_1617_s11527_020_01492_x crossref_primary_10_1016_j_engstruct_2019_109698 crossref_primary_10_1061__ASCE_CC_1943_5614_0001123 crossref_primary_10_1080_00405000_2023_2200066 crossref_primary_10_1016_j_engstruct_2018_03_095 crossref_primary_10_1061__ASCE_CC_1943_5614_0001126 crossref_primary_10_1061__ASCE_CC_1943_5614_0000835 crossref_primary_10_1016_j_conbuildmat_2018_09_142 crossref_primary_10_1016_j_conbuildmat_2019_04_168 crossref_primary_10_1016_j_istruc_2021_05_089 crossref_primary_10_1016_j_istruc_2023_105474 crossref_primary_10_1016_j_engstruct_2018_04_059 crossref_primary_10_1016_j_compstruct_2020_111917 crossref_primary_10_1016_j_engstruct_2024_119443 crossref_primary_10_1016_j_compstruct_2025_118897 crossref_primary_10_1016_j_compositesb_2017_10_041 crossref_primary_10_1016_j_conbuildmat_2022_129054 crossref_primary_10_1016_j_engstruct_2020_111434 crossref_primary_10_1016_j_engstruct_2025_119822 crossref_primary_10_1016_j_istruc_2024_106439 crossref_primary_10_1016_j_engstruct_2020_111161 crossref_primary_10_1016_j_engstruct_2022_113983 crossref_primary_10_1617_s11527_022_02046_z crossref_primary_10_1016_j_jclepro_2023_137813 crossref_primary_10_1088_2053_1591_ad484a crossref_primary_10_1016_j_conbuildmat_2024_138233 crossref_primary_10_1016_j_conbuildmat_2021_122799 crossref_primary_10_1016_j_conbuildmat_2020_121208 crossref_primary_10_3390_infrastructures10090235 crossref_primary_10_1016_j_compositesb_2018_04_008 crossref_primary_10_1016_j_conbuildmat_2017_12_224 crossref_primary_10_1016_j_conbuildmat_2025_141133 crossref_primary_10_3390_app13084658 crossref_primary_10_1016_j_conbuildmat_2018_06_114 crossref_primary_10_1016_j_compositesb_2019_03_004 crossref_primary_10_1016_j_conbuildmat_2023_130552 crossref_primary_10_1016_j_conbuildmat_2023_132732 crossref_primary_10_1016_j_compstruct_2022_115498 crossref_primary_10_1016_j_conbuildmat_2019_04_026 crossref_primary_10_1177_13694332251334839 crossref_primary_10_1016_j_engstruct_2020_111737 crossref_primary_10_1016_j_istruc_2025_110160 crossref_primary_10_1016_j_engstruct_2024_118652 crossref_primary_10_1061_JCCOF2_CCENG_5111 crossref_primary_10_1007_s13369_020_04412_x crossref_primary_10_1016_j_compositesb_2017_12_057 crossref_primary_10_1016_j_istruc_2024_106739 crossref_primary_10_1016_j_conbuildmat_2017_05_023 crossref_primary_10_1016_j_conbuildmat_2019_05_067 crossref_primary_10_1016_j_istruc_2021_10_045 crossref_primary_10_1016_j_conbuildmat_2017_07_132 crossref_primary_10_1016_j_compositesb_2018_02_022 crossref_primary_10_1016_j_engstruct_2019_109348 crossref_primary_10_1016_j_conbuildmat_2020_119157 crossref_primary_10_1002_suco_202000354 crossref_primary_10_1016_j_compositesb_2019_106947 crossref_primary_10_3390_jcs9080407 crossref_primary_10_1016_j_compositesb_2019_04_026 crossref_primary_10_20868_ade_2024_5386 crossref_primary_10_3390_app9040747 crossref_primary_10_1016_j_engstruct_2025_120580 crossref_primary_10_1088_1757_899X_713_1_012004 crossref_primary_10_1016_j_measurement_2018_05_021 crossref_primary_10_1061__ASCE_CC_1943_5614_0000911 crossref_primary_10_1016_j_compstruct_2018_04_054 crossref_primary_10_1016_j_compstruct_2020_112000 crossref_primary_10_3390_ma14227053 crossref_primary_10_1051_matecconf_202440305014 crossref_primary_10_3390_fib11110098 crossref_primary_10_1016_j_jcomc_2025_100628 crossref_primary_10_1016_j_conbuildmat_2024_135152 crossref_primary_10_1016_j_istruc_2023_04_004 crossref_primary_10_1016_j_conbuildmat_2018_06_029 crossref_primary_10_1016_j_engstruct_2024_119485 crossref_primary_10_1016_j_compositesb_2019_107407 crossref_primary_10_1016_j_engstruct_2025_121263 crossref_primary_10_1016_j_jobe_2022_105274 crossref_primary_10_3390_jcs5110290 crossref_primary_10_1061__ASCE_CC_1943_5614_0000882 crossref_primary_10_1016_j_istruc_2022_02_072 crossref_primary_10_1016_j_compositesb_2019_107368 crossref_primary_10_1061__ASCE_SC_1943_5576_0000664 crossref_primary_10_1016_j_compstruct_2022_116328 crossref_primary_10_1016_j_firesaf_2021_103393 crossref_primary_10_1016_j_conbuildmat_2017_07_195 crossref_primary_10_1016_j_conbuildmat_2024_134904 crossref_primary_10_1016_j_soildyn_2022_107428 crossref_primary_10_13168_cs_2021_0027 crossref_primary_10_1016_j_engstruct_2021_112273 crossref_primary_10_1016_j_conbuildmat_2023_130371 crossref_primary_10_1061__ASCE_CC_1943_5614_0000922 crossref_primary_10_1016_j_compositesb_2019_02_025 crossref_primary_10_1515_eng_2024_0086 crossref_primary_10_1002_suco_202301022 crossref_primary_10_1016_j_compstruct_2022_116173 crossref_primary_10_1002_suco_201900076 crossref_primary_10_1016_j_conbuildmat_2025_140687 crossref_primary_10_1016_j_istruc_2023_06_025 crossref_primary_10_3390_s21041154 crossref_primary_10_1007_s42452_024_06234_0 crossref_primary_10_1016_j_conbuildmat_2024_136495 crossref_primary_10_1177_1369433220901820 crossref_primary_10_1617_s11527_021_01748_0 crossref_primary_10_1016_j_engstruct_2024_119375 crossref_primary_10_3390_ma12091512 crossref_primary_10_1016_j_cscm_2023_e02198 crossref_primary_10_1002_suco_70110 crossref_primary_10_1061__ASCE_CC_1943_5614_0000891 crossref_primary_10_1061__ASCE_CC_1943_5614_0001227 crossref_primary_10_1016_j_compstruct_2020_113108 crossref_primary_10_1016_j_conbuildmat_2020_120343 crossref_primary_10_1061__ASCE_MT_1943_5533_0004053 crossref_primary_10_3390_ma15010140 crossref_primary_10_1088_1755_1315_357_1_012021 crossref_primary_10_1016_j_compositesb_2017_02_034 crossref_primary_10_1007_s10518_025_02100_5 crossref_primary_10_1016_j_engfailanal_2025_109679 crossref_primary_10_1016_j_engstruct_2020_110847 crossref_primary_10_1016_j_conbuildmat_2018_01_026 crossref_primary_10_1016_j_jobe_2024_109178 crossref_primary_10_3390_app9152984 crossref_primary_10_1016_j_compstruct_2018_06_034 crossref_primary_10_1016_j_engstruct_2017_07_084 crossref_primary_10_1016_j_conbuildmat_2018_04_216 crossref_primary_10_1016_j_compositesb_2017_05_064 crossref_primary_10_1061_JMCEE7_MTENG_18726 crossref_primary_10_1088_1757_899X_431_7_072001 crossref_primary_10_3390_fib12120109 crossref_primary_10_3390_ma13112556 crossref_primary_10_1016_j_conbuildmat_2024_137724 crossref_primary_10_1016_j_engstruct_2022_114453 crossref_primary_10_1016_j_engstruct_2018_06_110 crossref_primary_10_1061_JCCOF2_CCENG_4333 crossref_primary_10_1016_j_engstruct_2021_113060 |
| Cites_doi | 10.1016/j.compositesb.2012.07.039 10.1061/(ASCE)CC.1943-5614.0000464 10.1016/j.compositesb.2016.03.076 10.1016/j.compositesb.2015.09.031 10.1016/j.compstruct.2014.11.059 10.1617/s11527-007-9254-9 10.1016/j.compositesb.2015.05.045 10.1016/j.conbuildmat.2016.04.041 10.1061/(ASCE)CC.1943-5614.0000028 10.1016/j.compstruct.2012.09.053 10.1061/(ASCE)CC.1943-5614.0000222 10.4028/www.scientific.net/AMM.82.202 10.1016/j.firesaf.2006.05.004 10.1061/(ASCE)CC.1943-5614.0000180 10.1007/s11527-005-9034-3 10.1016/j.conbuildmat.2015.10.045 10.1016/j.engstruct.2014.10.031 10.1016/j.compositesb.2015.03.055 10.1016/j.compositesb.2016.05.041 10.1061/(ASCE)CC.1943-5614.0000507 10.1061/(ASCE)CC.1943-5614.0000078 |
| ContentType | Journal Article |
| Copyright | 2016 The Authors |
| Copyright_xml | – notice: 2016 The Authors |
| DBID | 6I. AAFTH AAYXX CITATION 7SR 7TB 8FD FR3 JG9 KR7 |
| DOI | 10.1016/j.compositesb.2016.09.026 |
| DatabaseName | ScienceDirect Open Access Titles Elsevier:ScienceDirect:Open Access CrossRef Engineered Materials Abstracts Mechanical & Transportation Engineering Abstracts Technology Research Database Engineering Research Database Materials Research Database Civil Engineering Abstracts |
| DatabaseTitle | CrossRef Materials Research Database Civil Engineering Abstracts Engineered Materials Abstracts Engineering Research Database Technology Research Database Mechanical & Transportation Engineering Abstracts |
| DatabaseTitleList | Materials Research Database |
| DeliveryMethod | fulltext_linktorsrc |
| Discipline | Engineering |
| EISSN | 1879-1069 |
| EndPage | 205 |
| ExternalDocumentID | 10_1016_j_compositesb_2016_09_026 S1359836816312252 |
| GroupedDBID | --K --M .~1 0R~ 1B1 1~. 1~5 4.4 457 4G. 5GY 5VS 6I. 7-5 71M 8P~ AABXZ AACTN AAEDT AAEDW AAEPC AAFTH AAIAV AAIKJ AAKOC AALRI AAOAW AAQFI AAXUO ABMAC ABXRA ABYKQ ACDAQ ACGFS ACRLP ADBBV ADEZE ADTZH AEBSH AECPX AEKER AEZYN AFKWA AFRZQ AFTJW AGHFR AGUBO AGYEJ AHJVU AIEXJ AIKHN AITUG AJBFU AJOXV ALMA_UNASSIGNED_HOLDINGS AMFUW AMRAJ AXJTR BJAXD BKOJK BLXMC CS3 EBS EFJIC EFLBG EJD EO8 EO9 EP2 EP3 FDB FEDTE FIRID FNPLU FYGXN G-Q GBLVA HVGLF IHE J1W JJJVA KOM M41 MAGPM MO0 N9A O-L O9- OAUVE OZT P-8 P-9 PC. Q38 RIG RNS ROL RPZ SDF SDG SDP SES SPC SPCBC SSM SST SSZ T5K ZMT ~02 ~G- 29F 6TJ 9DU AAQXK AATTM AAXKI AAYWO AAYXX ABFNM ABJNI ABWVN ABXDB ACLOT ACNNM ACRPL ADMUD ADNMO AEIPS AFJKZ AGQPQ AI. AIIUN ANKPU APXCP ASPBG AVWKF AZFZN CITATION EFKBS FGOYB HZ~ R2- SEW VH1 ~HD 7SR 7TB 8FD FR3 JG9 KR7 |
| ID | FETCH-LOGICAL-c405t-ccd26a01ce03a3fb64322d17c1d255be7dc087e4e21e1579f030e662f60bc26a3 |
| ISICitedReferencesCount | 145 |
| ISICitedReferencesURI | http://www.webofscience.com/api/gateway?GWVersion=2&SrcApp=Summon&SrcAuth=ProQuest&DestLinkType=CitingArticles&DestApp=WOS_CPL&KeyUT=000386409200021&url=https%3A%2F%2Fcvtisr.summon.serialssolutions.com%2F%23%21%2Fsearch%3Fho%3Df%26include.ft.matches%3Dt%26l%3Dnull%26q%3D |
| ISSN | 1359-8368 |
| IngestDate | Sat Sep 27 23:57:50 EDT 2025 Tue Nov 18 22:34:34 EST 2025 Sat Nov 29 03:21:08 EST 2025 Fri Feb 23 02:29:50 EST 2024 |
| IsDoiOpenAccess | true |
| IsOpenAccess | true |
| IsPeerReviewed | true |
| IsScholarly | true |
| Keywords | Glass fibres Carbon fibre Debonding High temperature Fabrics/textiles |
| Language | English |
| License | This is an open access article under the CC BY license. |
| LinkModel | OpenURL |
| MergedId | FETCHMERGED-LOGICAL-c405t-ccd26a01ce03a3fb64322d17c1d255be7dc087e4e21e1579f030e662f60bc26a3 |
| Notes | ObjectType-Article-1 SourceType-Scholarly Journals-1 ObjectType-Feature-2 content type line 23 |
| OpenAccessLink | https://dx.doi.org/10.1016/j.compositesb.2016.09.026 |
| PQID | 1845809893 |
| PQPubID | 23500 |
| PageCount | 16 |
| ParticipantIDs | proquest_miscellaneous_1845809893 crossref_primary_10_1016_j_compositesb_2016_09_026 crossref_citationtrail_10_1016_j_compositesb_2016_09_026 elsevier_sciencedirect_doi_10_1016_j_compositesb_2016_09_026 |
| PublicationCentury | 2000 |
| PublicationDate | 2016-12-01 2016-12-00 20161201 |
| PublicationDateYYYYMMDD | 2016-12-01 |
| PublicationDate_xml | – month: 12 year: 2016 text: 2016-12-01 day: 01 |
| PublicationDecade | 2010 |
| PublicationTitle | Composites. Part B, Engineering |
| PublicationYear | 2016 |
| Publisher | Elsevier Ltd |
| Publisher_xml | – name: Elsevier Ltd |
| References | Tzoura, Triantafillou (bib22) 2014 Koutas, Bournas (bib15) 2016 Colombo, Colombo, Magri, Zani, di Prisco (bib27) 2011; 82 Pellegrino, Vasic (bib32) 2013; 45 Bournas, Lontou, Papanicolaou, Triantafillou (bib5) 2007; 104 Elsanadedy, Almusallam, Alsayed, Al-Salloum (bib14) 2013; 97 Tetta, Koutas, Bournas (bib23) 2015; 77 Loreto, Babaeidarabad, Leardini, Nanni (bib24) 2015 Rousakis, Saridaki, Mavrothalassitou, Hui (bib33) 2016; 85 Kodur, Bisby, Green (bib2) 2006; 41 1015-11 (bib30) 1993 Kodur, Bisby, Green (bib1) 2006; 28 Bournas, Pavese, Tizani (bib9) 2015; 82 Jesse, Weiland, Curbach (bib13) 2008; 250 Carloni, Bournas, Carozzi, D'Antino, Fava, Focacci (bib6) 2015; vols. 349–391 Firmo, Correia, Bisby (bib3) 2015; 80 Ombres (bib25) 2015; 122 Bournas, Triantafillou (bib11) 2011; 15 Brückner, Ortlepp, Curbach (bib20) 2008; 41 Koutas, Bousias, Triantafillou (bib18) 2015; 19 Al-Salloum, Siddiqui, Elsanadedy, Abadel, Aqel (bib16) 2011; 15 Triantafillou, Papanicolaou (bib4) 2006; 39 Koutas, Pitytzogia, Triantafillou, Bousias (bib31) 2014; 18 D'Antino, Sneed, Carloni, Pellegrino (bib7) 2015; 30 Bournas, Triantafillou, Zygouris, Stavropoulos (bib10) 2009; 13 Bournas (bib19) 2016 Tetta, Koutas, Bournas (bib26) 2016; 95 Bournas, Triantafillou (bib12) 2011; 15 Bournas, Triantafillou (bib17) 2013; 110 Raoof, Koutas, Bournas (bib8) 2016; 98 Azam, Soudki (bib21) 2014; 18 Bisby, Stratford, Hart, Farren (bib29) 2013 Al-Salloum, Almusallam, Elsanadedy, Iqbal (bib28) 2016; 115 Firmo (10.1016/j.compositesb.2016.09.026_bib3) 2015; 80 Elsanadedy (10.1016/j.compositesb.2016.09.026_bib14) 2013; 97 Al-Salloum (10.1016/j.compositesb.2016.09.026_bib16) 2011; 15 Tetta (10.1016/j.compositesb.2016.09.026_bib23) 2015; 77 Brückner (10.1016/j.compositesb.2016.09.026_bib20) 2008; 41 Raoof (10.1016/j.compositesb.2016.09.026_bib8) 2016; 98 Bournas (10.1016/j.compositesb.2016.09.026_bib17) 2013; 110 Pellegrino (10.1016/j.compositesb.2016.09.026_bib32) 2013; 45 D'Antino (10.1016/j.compositesb.2016.09.026_bib7) 2015; 30 Kodur (10.1016/j.compositesb.2016.09.026_bib1) 2006; 28 Ombres (10.1016/j.compositesb.2016.09.026_bib25) 2015; 122 Bisby (10.1016/j.compositesb.2016.09.026_bib29) 2013 Carloni (10.1016/j.compositesb.2016.09.026_bib6) 2015; vols. 349–391 Colombo (10.1016/j.compositesb.2016.09.026_bib27) 2011; 82 Bournas (10.1016/j.compositesb.2016.09.026_bib10) 2009; 13 Bournas (10.1016/j.compositesb.2016.09.026_bib19) 2016 Triantafillou (10.1016/j.compositesb.2016.09.026_bib4) 2006; 39 Tzoura (10.1016/j.compositesb.2016.09.026_bib22) 2014 Bournas (10.1016/j.compositesb.2016.09.026_bib11) 2011; 15 Al-Salloum (10.1016/j.compositesb.2016.09.026_bib28) 2016; 115 Kodur (10.1016/j.compositesb.2016.09.026_bib2) 2006; 41 Loreto (10.1016/j.compositesb.2016.09.026_bib24) 2015 Bournas (10.1016/j.compositesb.2016.09.026_bib5) 2007; 104 Koutas (10.1016/j.compositesb.2016.09.026_bib15) 2016 Koutas (10.1016/j.compositesb.2016.09.026_bib18) 2015; 19 Rousakis (10.1016/j.compositesb.2016.09.026_bib33) 2016; 85 Jesse (10.1016/j.compositesb.2016.09.026_bib13) 2008; 250 1015-11 (10.1016/j.compositesb.2016.09.026_bib30) 1993 Bournas (10.1016/j.compositesb.2016.09.026_bib9) 2015; 82 Tetta (10.1016/j.compositesb.2016.09.026_bib26) 2016; 95 Bournas (10.1016/j.compositesb.2016.09.026_bib12) 2011; 15 Koutas (10.1016/j.compositesb.2016.09.026_bib31) 2014; 18 Azam (10.1016/j.compositesb.2016.09.026_bib21) 2014; 18 |
| References_xml | – volume: 104 year: 2007 ident: bib5 article-title: Textile-reinforced mortar versus fibre-reinforced polymer confinement in reinforced concrete columns publication-title: ACI Struct J – volume: 82 start-page: 202 year: 2011 end-page: 207 ident: bib27 article-title: Textile reinforced mortar at high temperatures publication-title: Appl Mech Mater – volume: 77 start-page: 338 year: 2015 end-page: 348 ident: bib23 article-title: Textile-reinforced mortar (TRM) versus fibre-reinforced polymers (FRP) in shear strengthening of concrete beams publication-title: Compos Part B – volume: 97 start-page: 40 year: 2013 end-page: 45 ident: bib14 article-title: Flexural strengthening of RC beams using textile reinforced mortar–Experimental and numerical study publication-title: J Comp Struct – year: 1993 ident: bib30 article-title: Methods of test for mortar for masonry – Part 11: determination of flexural and compressive strength of hardened mortar – volume: 250 start-page: 49 year: 2008 end-page: 58 ident: bib13 article-title: Flexural strengthening of RC structures with textile-reinforced concrete publication-title: Am Concr Inst – volume: 41 start-page: 547 year: 2006 end-page: 557 ident: bib2 article-title: Experimental evaluation of the fire behaviour of insulated fibre-reinforced-polymer-strengthened reinforced concrete columns publication-title: Fire Saf J – volume: 41 start-page: 407 year: 2008 end-page: 418 ident: bib20 article-title: Anchoring of shear strengthening for T-beams made of textile reinforced concrete (TRC) publication-title: Mater Struct – volume: 15 start-page: 156 year: 2011 end-page: 167 ident: bib11 article-title: Bond strength of lap-spliced bars in concrete confined with composite jackets publication-title: J Comp Constr – volume: 28 start-page: 37 year: 2006 end-page: 44 ident: bib1 article-title: FRP retrofitted concrete under fire conditions publication-title: J Concr Int – volume: 95 start-page: 225 year: 2016 end-page: 239 ident: bib26 article-title: Shear strengthening of full-scale RC T-beams using textile-reinforced mortar and textile-based anchors publication-title: Compos Part B – volume: 82 start-page: 72 year: 2015 end-page: 81 ident: bib9 article-title: Tensile capacity of FRP anchors in connecting FRP and TRM sheets to concrete publication-title: Engin Struct – year: 2014 ident: bib22 article-title: Shear strengthening of reinforced concrete T-beams under cyclic loading with TRM or FRP jackets publication-title: Mater Struct – volume: 115 start-page: 345 year: 2016 end-page: 361 ident: bib28 article-title: Effect of elevated temperature environments on the residual axial capacity of RC columns strengthened with different techniques publication-title: Constr Build Mater – volume: 45 start-page: 727 year: 2013 end-page: 741 ident: bib32 article-title: Assessment of design procedures for the use of externally bonded FRP composites in shear strengthening of reinforced concrete beams publication-title: Compos Part B – volume: vols. 349–391 start-page: 501 year: 2015 ident: bib6 article-title: Fiber reinforced composites with cementitious (inorganic) matrix. Chapter 9 publication-title: Design procedures for the use of composites in strengthening of reinforced concrete structures – state of the art report of the RILEM TC 234-DUC – volume: 13 start-page: 360 year: 2009 end-page: 371 ident: bib10 article-title: Textile-reinforced mortar versus FRP Jacketing in seismic retrofitting of RC columns with continuous or Lap-spliced deformed bars publication-title: J Comp Constr – volume: 110 start-page: 193 year: 2013 end-page: 204 ident: bib17 article-title: Biaxial bending of RC columns strengthened with externally applied reinforcement combined with confinement publication-title: ACI Struct J – volume: 15 start-page: 393 year: 2011 end-page: 403 ident: bib12 article-title: Bar buckling in RC columns confined with composite materials publication-title: J Comp Constr – volume: 18 year: 2014 ident: bib31 article-title: Strengthening of infilled reinforced concrete frames with TRM: study on the development and testing of textile-based anchors publication-title: J Compos Constr – volume: 85 start-page: 315 year: 2016 end-page: 335 ident: bib33 article-title: Utilization of hybrid approach towards advanced database of concrete beams strengthened in shear with FRPs publication-title: Compos Part B – volume: 80 start-page: 198 year: 2015 end-page: 216 ident: bib3 article-title: Fire behaviour of FRP-strengthened reinforced concrete structural elements: a state-of-the-art review publication-title: J Compos Part B Eng – volume: 98 start-page: 350 year: 2016 end-page: 361 ident: bib8 article-title: Bond between textile-reinforced mortar (TRM) and concrete substrates: experimental investigation publication-title: Compos Part B – volume: 18 start-page: 04014012 year: 2014 ident: bib21 article-title: FRCM strengthening of shear-critical RC beams publication-title: J Comp Constr – volume: 122 start-page: 316 year: 2015 end-page: 329 ident: bib25 article-title: Structural performances of reinforced concrete beams strengthened in shear with a cement based fibre composite material publication-title: Comp Struct – year: 2013 ident: bib29 article-title: Fire performance of well-anchored TRM, FRCM and FRP flexural strengthening systems publication-title: Adv Compos Constr – start-page: 1 year: 2015 end-page: 12 ident: bib24 article-title: RC beams shear-strengthened with fabric-reinforced-cementitious-matrix (FRCM) composite publication-title: Int J Adv Struct Eng (IJASE) – volume: 39 start-page: 93 year: 2006 end-page: 103 ident: bib4 article-title: Shear strengthening of reinforced concrete members with textile reinforced mortar (TRM) jackets publication-title: Mater Struct – volume: 19 start-page: 04014048 year: 2015 ident: bib18 article-title: Seismic strengthening of masonry-infilled RC frames with TRM Experimental study publication-title: J Comp Constr – volume: 30 start-page: 838 year: 2015 end-page: 850 ident: bib7 article-title: Influence of the substrate characteristics on the bond behavior of PBO FRCM-concrete joints publication-title: Constr Build Mater – start-page: 389 year: 2016 end-page: 411 ident: bib19 article-title: Strengthening of existing structures: selected case studies publication-title: Textile fibre composites in civil engineering, (Ch. 17) – year: 2016 ident: bib15 article-title: Flexural strengthening of two-way RC slabs with textile-reinforced mortar: experimental investigation and design equations publication-title: J Compos Constr – volume: 15 start-page: 920 year: 2011 end-page: 933 ident: bib16 article-title: Textile-reinforced mortar versus FRP as strengthening material for seismically deficient RC beam-column joints publication-title: J Comp Constr – volume: 45 start-page: 727 issue: 1 year: 2013 ident: 10.1016/j.compositesb.2016.09.026_bib32 article-title: Assessment of design procedures for the use of externally bonded FRP composites in shear strengthening of reinforced concrete beams publication-title: Compos Part B doi: 10.1016/j.compositesb.2012.07.039 – volume: 18 start-page: 04014012 issue: 5 year: 2014 ident: 10.1016/j.compositesb.2016.09.026_bib21 article-title: FRCM strengthening of shear-critical RC beams publication-title: J Comp Constr doi: 10.1061/(ASCE)CC.1943-5614.0000464 – volume: 95 start-page: 225 year: 2016 ident: 10.1016/j.compositesb.2016.09.026_bib26 article-title: Shear strengthening of full-scale RC T-beams using textile-reinforced mortar and textile-based anchors publication-title: Compos Part B doi: 10.1016/j.compositesb.2016.03.076 – volume: 85 start-page: 315 year: 2016 ident: 10.1016/j.compositesb.2016.09.026_bib33 article-title: Utilization of hybrid approach towards advanced database of concrete beams strengthened in shear with FRPs publication-title: Compos Part B doi: 10.1016/j.compositesb.2015.09.031 – start-page: 389 year: 2016 ident: 10.1016/j.compositesb.2016.09.026_bib19 article-title: Strengthening of existing structures: selected case studies – volume: 122 start-page: 316 year: 2015 ident: 10.1016/j.compositesb.2016.09.026_bib25 article-title: Structural performances of reinforced concrete beams strengthened in shear with a cement based fibre composite material publication-title: Comp Struct doi: 10.1016/j.compstruct.2014.11.059 – volume: 104 issue: 6 year: 2007 ident: 10.1016/j.compositesb.2016.09.026_bib5 article-title: Textile-reinforced mortar versus fibre-reinforced polymer confinement in reinforced concrete columns publication-title: ACI Struct J – volume: 41 start-page: 407 issue: 2 year: 2008 ident: 10.1016/j.compositesb.2016.09.026_bib20 article-title: Anchoring of shear strengthening for T-beams made of textile reinforced concrete (TRC) publication-title: Mater Struct doi: 10.1617/s11527-007-9254-9 – volume: 80 start-page: 198 year: 2015 ident: 10.1016/j.compositesb.2016.09.026_bib3 article-title: Fire behaviour of FRP-strengthened reinforced concrete structural elements: a state-of-the-art review publication-title: J Compos Part B Eng doi: 10.1016/j.compositesb.2015.05.045 – volume: 115 start-page: 345 year: 2016 ident: 10.1016/j.compositesb.2016.09.026_bib28 article-title: Effect of elevated temperature environments on the residual axial capacity of RC columns strengthened with different techniques publication-title: Constr Build Mater doi: 10.1016/j.conbuildmat.2016.04.041 – volume: 110 start-page: 193 issue: 2 year: 2013 ident: 10.1016/j.compositesb.2016.09.026_bib17 article-title: Biaxial bending of RC columns strengthened with externally applied reinforcement combined with confinement publication-title: ACI Struct J – volume: 13 start-page: 360 issue: 5 year: 2009 ident: 10.1016/j.compositesb.2016.09.026_bib10 article-title: Textile-reinforced mortar versus FRP Jacketing in seismic retrofitting of RC columns with continuous or Lap-spliced deformed bars publication-title: J Comp Constr doi: 10.1061/(ASCE)CC.1943-5614.0000028 – volume: 97 start-page: 40 year: 2013 ident: 10.1016/j.compositesb.2016.09.026_bib14 article-title: Flexural strengthening of RC beams using textile reinforced mortar–Experimental and numerical study publication-title: J Comp Struct doi: 10.1016/j.compstruct.2012.09.053 – volume: 15 start-page: 920 issue: 6 year: 2011 ident: 10.1016/j.compositesb.2016.09.026_bib16 article-title: Textile-reinforced mortar versus FRP as strengthening material for seismically deficient RC beam-column joints publication-title: J Comp Constr doi: 10.1061/(ASCE)CC.1943-5614.0000222 – volume: 82 start-page: 202 year: 2011 ident: 10.1016/j.compositesb.2016.09.026_bib27 article-title: Textile reinforced mortar at high temperatures publication-title: Appl Mech Mater doi: 10.4028/www.scientific.net/AMM.82.202 – start-page: 1 year: 2015 ident: 10.1016/j.compositesb.2016.09.026_bib24 article-title: RC beams shear-strengthened with fabric-reinforced-cementitious-matrix (FRCM) composite publication-title: Int J Adv Struct Eng (IJASE) – volume: 41 start-page: 547 issue: 7 year: 2006 ident: 10.1016/j.compositesb.2016.09.026_bib2 article-title: Experimental evaluation of the fire behaviour of insulated fibre-reinforced-polymer-strengthened reinforced concrete columns publication-title: Fire Saf J doi: 10.1016/j.firesaf.2006.05.004 – volume: 15 start-page: 393 issue: 3 year: 2011 ident: 10.1016/j.compositesb.2016.09.026_bib12 article-title: Bar buckling in RC columns confined with composite materials publication-title: J Comp Constr doi: 10.1061/(ASCE)CC.1943-5614.0000180 – year: 2013 ident: 10.1016/j.compositesb.2016.09.026_bib29 article-title: Fire performance of well-anchored TRM, FRCM and FRP flexural strengthening systems publication-title: Adv Compos Constr – volume: 39 start-page: 93 issue: 1 year: 2006 ident: 10.1016/j.compositesb.2016.09.026_bib4 article-title: Shear strengthening of reinforced concrete members with textile reinforced mortar (TRM) jackets publication-title: Mater Struct doi: 10.1007/s11527-005-9034-3 – volume: 30 start-page: 838 issue: 101 year: 2015 ident: 10.1016/j.compositesb.2016.09.026_bib7 article-title: Influence of the substrate characteristics on the bond behavior of PBO FRCM-concrete joints publication-title: Constr Build Mater doi: 10.1016/j.conbuildmat.2015.10.045 – year: 1993 ident: 10.1016/j.compositesb.2016.09.026_bib30 – volume: 82 start-page: 72 issue: 1 year: 2015 ident: 10.1016/j.compositesb.2016.09.026_bib9 article-title: Tensile capacity of FRP anchors in connecting FRP and TRM sheets to concrete publication-title: Engin Struct doi: 10.1016/j.engstruct.2014.10.031 – volume: 250 start-page: 49 year: 2008 ident: 10.1016/j.compositesb.2016.09.026_bib13 article-title: Flexural strengthening of RC structures with textile-reinforced concrete publication-title: Am Concr Inst – volume: 77 start-page: 338 year: 2015 ident: 10.1016/j.compositesb.2016.09.026_bib23 article-title: Textile-reinforced mortar (TRM) versus fibre-reinforced polymers (FRP) in shear strengthening of concrete beams publication-title: Compos Part B doi: 10.1016/j.compositesb.2015.03.055 – volume: 98 start-page: 350 year: 2016 ident: 10.1016/j.compositesb.2016.09.026_bib8 article-title: Bond between textile-reinforced mortar (TRM) and concrete substrates: experimental investigation publication-title: Compos Part B doi: 10.1016/j.compositesb.2016.05.041 – volume: 19 start-page: 04014048 issue: 2 year: 2015 ident: 10.1016/j.compositesb.2016.09.026_bib18 article-title: Seismic strengthening of masonry-infilled RC frames with TRM Experimental study publication-title: J Comp Constr doi: 10.1061/(ASCE)CC.1943-5614.0000507 – volume: 18 issue: 3 year: 2014 ident: 10.1016/j.compositesb.2016.09.026_bib31 article-title: Strengthening of infilled reinforced concrete frames with TRM: study on the development and testing of textile-based anchors publication-title: J Compos Constr – volume: 28 start-page: 37 issue: 12 year: 2006 ident: 10.1016/j.compositesb.2016.09.026_bib1 article-title: FRP retrofitted concrete under fire conditions publication-title: J Concr Int – volume: 15 start-page: 156 issue: 2 year: 2011 ident: 10.1016/j.compositesb.2016.09.026_bib11 article-title: Bond strength of lap-spliced bars in concrete confined with composite jackets publication-title: J Comp Constr doi: 10.1061/(ASCE)CC.1943-5614.0000078 – year: 2014 ident: 10.1016/j.compositesb.2016.09.026_bib22 article-title: Shear strengthening of reinforced concrete T-beams under cyclic loading with TRM or FRP jackets publication-title: Mater Struct – year: 2016 ident: 10.1016/j.compositesb.2016.09.026_bib15 article-title: Flexural strengthening of two-way RC slabs with textile-reinforced mortar: experimental investigation and design equations publication-title: J Compos Constr – volume: vols. 349–391 start-page: 501 year: 2015 ident: 10.1016/j.compositesb.2016.09.026_bib6 article-title: Fiber reinforced composites with cementitious (inorganic) matrix. Chapter 9 |
| SSID | ssj0004532 |
| Score | 2.5573533 |
| Snippet | This paper presents the first study on the performance of TRM and FRP jacketing in shear strengthening of reinforced concrete (RC) members subjected to ambient... |
| SourceID | proquest crossref elsevier |
| SourceType | Aggregation Database Enrichment Source Index Database Publisher |
| StartPage | 190 |
| SubjectTerms | Carbon fibre Concretes Debonding Fabrics/textiles Fiber reinforced plastics Glass fibres High temperature Mortars Reinforced concrete Shear Strengthening T beams Textiles |
| Title | TRM vs FRP jacketing in shear strengthening of concrete members subjected to high temperatures |
| URI | https://dx.doi.org/10.1016/j.compositesb.2016.09.026 https://www.proquest.com/docview/1845809893 |
| Volume | 106 |
| WOSCitedRecordID | wos000386409200021&url=https%3A%2F%2Fcvtisr.summon.serialssolutions.com%2F%23%21%2Fsearch%3Fho%3Df%26include.ft.matches%3Dt%26l%3Dnull%26q%3D |
| hasFullText | 1 |
| inHoldings | 1 |
| isFullTextHit | |
| isPrint | |
| journalDatabaseRights | – providerCode: PRVESC databaseName: ScienceDirect Freedom Collection 2021 customDbUrl: eissn: 1879-1069 dateEnd: 99991231 omitProxy: false ssIdentifier: ssj0004532 issn: 1359-8368 databaseCode: AIEXJ dateStart: 19960101 isFulltext: true titleUrlDefault: https://www.sciencedirect.com providerName: Elsevier |
| link | http://cvtisr.summon.serialssolutions.com/2.0.0/link/0/eLvHCXMwtV1bi9QwFA7jrIg-iFdcb2TBt9KlSdskBV_GZRcVXZZllcEHQ5umMsPaLtNO2Z_vSZN26uriKPhShkJC0-_ryZcz54LQq4BkWvOY-UpR7kdZnPqwCTM_Z0QRpXkRd-WLP3_gx8diPk9OJpO2z4Vpz3lZisvL5OK_Qg33AGyTOvsXcA-Twg34DaDDFWCH63bAn3702to7Oj3xlqmyKc3Gq1Gb3tVdbkj5zZQ8cOHOcB4G4dho77s2vUFqr15nxjcDQhRkqalm7JnyVa72cj0Ws8aWmJgvOGuDEl013pvOsm4qHA5uAd1YkfqlWngH-4MLoFuO1fHwOoAwVe3N9seOCMJGQR3WdobGoxjaLjmDcQ3G5pHY1qBup6VdwvWvRtz6E5YGA7eKzMTgsa4gLf1N4ewrG9oQZthHsC3laCppppJBImGqG2iH8jgRU7Qze3c4fz-qM9-1thuWdAvtbSIDr3mu65TNlT2-Ey5n99Bdd-LAM8uU-2iiywfozgilh-grcAa3NQbO4IEzeFHijjP4J87gqsA9Z7DjDB44g5sKG87gMWceoU9Hh2cHb33XeMNXoN8b-G5zytKAmF5yaVhkoFopzQlXJIcTaKZ5rgLBdaQp0STmSQE7hWaMFizIFIwMH6NpWZX6CcIpF6HI4zxiKYkKRUQC-jWnKahgkcL8u0j0L00qV5XeNEc5l38EbxfRYeiFLc2yzaDXPTLSaUyrHSWwb5vhez2aEuyw-XMtLXW1riURUSyCBOT_0395rmfo9uabeo6mzWqtX6Cbqm0W9eqlo-cPEC-zWQ |
| linkProvider | Elsevier |
| openUrl | ctx_ver=Z39.88-2004&ctx_enc=info%3Aofi%2Fenc%3AUTF-8&rfr_id=info%3Asid%2Fsummon.serialssolutions.com&rft_val_fmt=info%3Aofi%2Ffmt%3Akev%3Amtx%3Ajournal&rft.genre=article&rft.atitle=TRM+vs+FRP+jacketing+in+shear+strengthening+of+concrete+members+subjected+to+high+temperatures&rft.jtitle=Composites.+Part+B%2C+Engineering&rft.au=Tetta%2C+Zoi+C.&rft.au=Bournas%2C+Dionysios+A.&rft.date=2016-12-01&rft.issn=1359-8368&rft.volume=106&rft.spage=190&rft.epage=205&rft_id=info:doi/10.1016%2Fj.compositesb.2016.09.026&rft.externalDBID=n%2Fa&rft.externalDocID=10_1016_j_compositesb_2016_09_026 |
| thumbnail_l | http://covers-cdn.summon.serialssolutions.com/index.aspx?isbn=/lc.gif&issn=1359-8368&client=summon |
| thumbnail_m | http://covers-cdn.summon.serialssolutions.com/index.aspx?isbn=/mc.gif&issn=1359-8368&client=summon |
| thumbnail_s | http://covers-cdn.summon.serialssolutions.com/index.aspx?isbn=/sc.gif&issn=1359-8368&client=summon |