Development of reinforced ultra-high toughness cementitious composite permanent formwork: Experimental study and Digital Image Correlation analysis
This paper presents a development of reinforced ultra-high toughness cementitious composite (UHTCC) participating permanent formwork, which acts as a self-supporting formwork during construction and contributes to the load capacity and durability of the concrete member through the service life of th...
Saved in:
| Published in | Composite structures Vol. 180; pp. 892 - 903 |
|---|---|
| Main Authors | , , , |
| Format | Journal Article |
| Language | English |
| Published |
Elsevier Ltd
15.11.2017
|
| Subjects | |
| Online Access | Get full text |
Cover
Loading…
| Abstract | This paper presents a development of reinforced ultra-high toughness cementitious composite (UHTCC) participating permanent formwork, which acts as a self-supporting formwork during construction and contributes to the load capacity and durability of the concrete member through the service life of the structure. The flexural behavior of the specimens made with the formwork is analyzed with the help of Digital Image Correlation (DIC) technology. Compared to reinforced concrete beam, the specimens made with UHTCC formwork own a larger deflection, when their maximum crack width reached 0.45mm. The cracks caused by the delamination of the formwork have little effect on the longitudinal bars, but they would reduce the load capacity in some circumstance. Based on the failure process of specimens, several design details, including the load capacity of various sections and the surface treatment methods, were given to improve the performance of the formwork. |
|---|---|
| AbstractList | This paper presents a development of reinforced ultra-high toughness cementitious composite (UHTCC) participating permanent formwork, which acts as a self-supporting formwork during construction and contributes to the load capacity and durability of the concrete member through the service life of the structure. The flexural behavior of the specimens made with the formwork is analyzed with the help of Digital Image Correlation (DIC) technology. Compared to reinforced concrete beam, the specimens made with UHTCC formwork own a larger deflection, when their maximum crack width reached 0.45mm. The cracks caused by the delamination of the formwork have little effect on the longitudinal bars, but they would reduce the load capacity in some circumstance. Based on the failure process of specimens, several design details, including the load capacity of various sections and the surface treatment methods, were given to improve the performance of the formwork. |
| Author | Xu, Shi-Lang Li, Qing-Hua Huang, Bo-Tao Li, Chen-Fei |
| Author_xml | – sequence: 1 givenname: Bo-Tao surname: Huang fullname: Huang, Bo-Tao email: botaohuang@zju.edu.cn – sequence: 2 givenname: Qing-Hua surname: Li fullname: Li, Qing-Hua email: liqinghua@zju.edu.cn – sequence: 3 givenname: Shi-Lang surname: Xu fullname: Xu, Shi-Lang email: slxu@zju.edu.cn – sequence: 4 givenname: Chen-Fei surname: Li fullname: Li, Chen-Fei email: 21412059@zju.edu.cn |
| BookMark | eNqNUMtOAyEUJUYTa_Uf-IEZYaAz1IWJ1mdi4kbXhMKdljoDDTBqv8MflokmJm50Rbjnce85R2jfeQcIYUpKSmh9uim177cxhUGnsiK0KYkoM7CHJlQ084ISMdtHE1LVrBBVxQ7RUYwbQojglE7QxxW8Que3PbiEfYsDWNf6oMHgoUtBFWu7WuPkh9XaQYxYw8i0yfohf_JmH20CvIXQKzd6ZHH_5sPLGb5-z1M70lWHYxrMDitn8JVd2XFy36sV4IUPATqV_VxGVbeLNh6jg1Z1EU6-3yl6vrl-WtwVD4-394uLh0IzwVPBcybeGsXokou5NoxXRteM0RlVy2Vj6kpVum20mTPFZ4SqlppWkWXN57rhoNgUnX_56uBjDNBKnS8bT8nBbScpkWPFciN_KpZjxZIImYFsIH4ZbHNgFXb_kV5-SSEHfLUQZNQWXO7dBshc4-3fJp-qWKYT |
| CitedBy_id | crossref_primary_10_26599_JIC_2024_9180030 crossref_primary_10_1016_j_cemconcomp_2020_103740 crossref_primary_10_1016_j_cemconres_2022_107075 crossref_primary_10_1016_j_engstruct_2025_119798 crossref_primary_10_1016_j_jobe_2023_106475 crossref_primary_10_1016_j_compstruct_2024_118466 crossref_primary_10_1016_j_cemconcomp_2023_104998 crossref_primary_10_1016_j_tust_2020_103795 crossref_primary_10_1016_j_compstruct_2020_112310 crossref_primary_10_1016_j_engstruct_2019_109576 crossref_primary_10_1007_s11709_022_0806_4 crossref_primary_10_1016_j_cemconcomp_2022_104911 crossref_primary_10_1016_j_compstruct_2022_116513 crossref_primary_10_1016_j_jclepro_2024_141182 crossref_primary_10_1016_j_cscm_2022_e01432 crossref_primary_10_1016_j_jcsr_2023_108258 crossref_primary_10_1016_j_jobe_2023_107315 crossref_primary_10_1016_j_jobe_2023_106902 crossref_primary_10_1016_j_conbuildmat_2022_127956 crossref_primary_10_1016_j_jobe_2021_103956 crossref_primary_10_1155_2023_9958905 crossref_primary_10_1016_j_coco_2021_100992 crossref_primary_10_1016_j_conbuildmat_2019_03_214 crossref_primary_10_1016_j_engstruct_2024_118354 crossref_primary_10_1016_j_jclepro_2024_141921 crossref_primary_10_1016_j_engstruct_2024_119405 crossref_primary_10_1016_j_tafmec_2019_102272 crossref_primary_10_3390_buildings13122977 crossref_primary_10_1016_j_compstruct_2021_114403 crossref_primary_10_1680_jmacr_23_00362 crossref_primary_10_1016_j_engfracmech_2021_107849 crossref_primary_10_1016_j_matdes_2018_08_002 crossref_primary_10_1016_j_conbuildmat_2020_120430 crossref_primary_10_1016_j_conbuildmat_2023_133289 crossref_primary_10_1016_j_jobe_2022_104893 crossref_primary_10_1016_j_jobe_2024_109868 crossref_primary_10_1016_j_tws_2023_111286 crossref_primary_10_1007_s40999_021_00613_z crossref_primary_10_1016_j_coco_2020_04_019 crossref_primary_10_1016_j_conbuildmat_2021_125824 crossref_primary_10_3390_app11156848 crossref_primary_10_1016_j_jobe_2023_108111 crossref_primary_10_1016_j_jobe_2023_106015 crossref_primary_10_1080_21650373_2024_2377275 crossref_primary_10_2139_ssrn_3994419 crossref_primary_10_1016_j_cemconcomp_2021_104339 crossref_primary_10_1061__ASCE_ST_1943_541X_0003034 crossref_primary_10_1016_j_compstruct_2022_116424 crossref_primary_10_1016_j_engstruct_2022_113992 crossref_primary_10_1016_j_cemconcomp_2022_104464 crossref_primary_10_3390_jcs5050134 crossref_primary_10_12688_f1000research_73061_1 crossref_primary_10_1016_j_conbuildmat_2021_124742 crossref_primary_10_1016_j_jcsr_2025_109444 crossref_primary_10_1177_1369433220972452 crossref_primary_10_1016_j_engfracmech_2022_108988 crossref_primary_10_1016_j_engstruct_2023_117193 crossref_primary_10_1016_j_cscm_2024_e03992 crossref_primary_10_1016_j_cemconres_2020_106292 crossref_primary_10_1016_j_ijimpeng_2021_104033 crossref_primary_10_1080_21650373_2021_2012725 crossref_primary_10_1016_j_conbuildmat_2022_127734 crossref_primary_10_1016_j_engstruct_2024_119264 crossref_primary_10_1016_j_compstruct_2024_118211 crossref_primary_10_1016_j_jobe_2023_108268 crossref_primary_10_1080_24705314_2023_2297115 crossref_primary_10_1061__ASCE_ST_1943_541X_0002237 crossref_primary_10_3151_jact_21_748 crossref_primary_10_1016_j_conbuildmat_2018_05_166 crossref_primary_10_2139_ssrn_4117121 crossref_primary_10_1016_j_coco_2021_100775 crossref_primary_10_1016_j_engstruct_2020_110403 crossref_primary_10_3390_ma16124418 crossref_primary_10_1016_j_cscm_2021_e00856 crossref_primary_10_3389_fmats_2023_1142237 crossref_primary_10_1016_j_cemconcomp_2021_104296 crossref_primary_10_1002_suco_202100403 crossref_primary_10_1016_j_conbuildmat_2024_137368 crossref_primary_10_1016_j_jobe_2023_106238 crossref_primary_10_1061_JSDCCC_SCENG_1432 crossref_primary_10_1016_j_jobe_2022_104873 crossref_primary_10_3390_jcs5100283 crossref_primary_10_1515_mt_2021_2056 crossref_primary_10_1016_j_compstruct_2019_04_061 crossref_primary_10_1016_j_compstruct_2018_10_079 crossref_primary_10_1016_j_cscm_2022_e01007 |
| Cites_doi | 10.1016/j.cemconres.2016.09.019 10.1016/j.engstruct.2015.10.017 10.1617/s11527-012-9905-3 10.3151/jact.1.307 10.1016/j.engfracmech.2011.03.012 10.1016/j.cemconcomp.2007.09.004 10.1007/s11340-010-9384-9 10.1177/1369433216634495 10.1061/(ASCE)MT.1943-5533.0000109 10.1007/s11595-009-4677-5 10.1007/BF00455611 10.1061/(ASCE)0733-9399(1992)118:11(2246) 10.3151/jact.1.139 10.1016/j.engstruct.2012.07.024 10.1617/13905 10.1061/(ASCE)0733-9445(1993)119:4(1085) 10.1007/s11595-009-3482-5 10.3141/2592-05 10.1617/s11527-009-9561-4 10.1061/(ASCE)0899-1561(2002)14:5(384) 10.1520/JAI102406 10.1061/(ASCE)ST.1943-541X.0001799 10.1061/(ASCE)1090-0268(1998)2:2(78) 10.1016/S0008-8846(97)00031-8 10.1061/(ASCE)0899-1561(2001)13:2(106) 10.1016/j.conbuildmat.2007.07.029 |
| ContentType | Journal Article |
| Copyright | 2017 Elsevier Ltd |
| Copyright_xml | – notice: 2017 Elsevier Ltd |
| DBID | AAYXX CITATION |
| DOI | 10.1016/j.compstruct.2017.08.016 |
| DatabaseName | CrossRef |
| DatabaseTitle | CrossRef |
| DatabaseTitleList | |
| DeliveryMethod | fulltext_linktorsrc |
| Discipline | Engineering |
| EISSN | 1879-1085 |
| EndPage | 903 |
| ExternalDocumentID | 10_1016_j_compstruct_2017_08_016 S0263822317311832 |
| GroupedDBID | --K --M .~1 0R~ 1B1 1~. 1~5 4.4 457 4G. 5GY 5VS 6TJ 7-5 71M 8P~ 9JN AABNK AABXZ AACTN AAEDT AAEDW AAEPC AAIAV AAIKJ AAKOC AALRI AAOAW AAQFI AAXUO ABMAC ABXRA ABYKQ ACDAQ ACGFS ACRLP ADBBV ADEZE ADTZH AEBSH AECPX AEKER AENEX AEZYN AFKWA AFRZQ AFTJW AGHFR AGUBO AGYEJ AHHHB AHJVU AIEXJ AIKHN AITUG AJBFU AJOXV ALMA_UNASSIGNED_HOLDINGS AMFUW AMRAJ AXJTR BJAXD BKOJK BLXMC CS3 DU5 EBS EFJIC EFLBG EJD EO8 EO9 EP2 EP3 FDB FIRID FNPLU FYGXN G-Q GBLVA IHE J1W JJJVA KOM LY7 M24 M41 MAGPM MO0 N9A O-L O9- OAUVE OZT P-8 P-9 P2P PC. Q38 RIG RNS ROL RPZ SDF SDG SES SPC SPCBC SSM SST SSZ T5K XPP ZMT ~02 ~G- 29F AAQXK AATTM AAXKI AAYWO AAYXX ABFNM ABJNI ABWVN ABXDB ACNNM ACRPL ACVFH ADCNI ADIYS ADMUD ADNMO AEIPS AEUPX AFJKZ AFPUW AFXIZ AGCQF AGQPQ AGRNS AIGII AIIUN AKBMS AKRWK AKYEP ANKPU APXCP ASPBG AVWKF AZFZN BNPGV CITATION FEDTE FGOYB G-2 HVGLF HZ~ R2- SET SEW SMS SSH WUQ |
| ID | FETCH-LOGICAL-c384t-40264fda31b489cd342dc633151abb7d62a2cf7cd93a4501af1dfa0b649c74ea3 |
| IEDL.DBID | .~1 |
| ISSN | 0263-8223 |
| IngestDate | Tue Jul 01 03:52:27 EDT 2025 Thu Apr 24 23:07:57 EDT 2025 Fri Feb 23 02:28:47 EST 2024 |
| IsPeerReviewed | true |
| IsScholarly | true |
| Keywords | Digital Image Correlation Participating permanent formwork Failure process Ultra-high toughness cementitious composite |
| Language | English |
| LinkModel | DirectLink |
| MergedId | FETCHMERGED-LOGICAL-c384t-40264fda31b489cd342dc633151abb7d62a2cf7cd93a4501af1dfa0b649c74ea3 |
| PageCount | 12 |
| ParticipantIDs | crossref_citationtrail_10_1016_j_compstruct_2017_08_016 crossref_primary_10_1016_j_compstruct_2017_08_016 elsevier_sciencedirect_doi_10_1016_j_compstruct_2017_08_016 |
| ProviderPackageCode | CITATION AAYXX |
| PublicationCentury | 2000 |
| PublicationDate | 2017-11-15 |
| PublicationDateYYYYMMDD | 2017-11-15 |
| PublicationDate_xml | – month: 11 year: 2017 text: 2017-11-15 day: 15 |
| PublicationDecade | 2010 |
| PublicationTitle | Composite structures |
| PublicationYear | 2017 |
| Publisher | Elsevier Ltd |
| Publisher_xml | – name: Elsevier Ltd |
| References | Xu, Cai (b0095) 2010; 22 Ferrier, Avril, Hamelin, Vautrin (b0140) 2003; 36 Li, Leung (b0065) 1992; 118 Şahmaran, Lachemi, Li (b0120) 2009; 6 Şahmaran, Li (b0115) 2008; 30 Wang, Jansen, Shah, Karr (b0090) 1997; 27 Wang (b0170) 2011 Li (b0070) 1993; 10 Brameshuber W, Brockmann J, Roessler G. Textile reinforced concrete for formwork elements–Investigations of structural behavior. In: Burgoyne CJ, editor. FRPRCS5. 5th international conference on fibre-reinforced plastics for reinforced concrete structures, Cambridge, UK; July 2001. p. 1019–26. Li, Gao, Xu, Zhao (b0050) 2015; 48 Li, Leung, Xu, Cao (b0035) 2009; 24 Wrigley (b0005) 2001 Leung, Cao (b0040) 2010; 43 Jin, Leung, Yu (b0045) 2013; 46 Li, Huang, Xu, Zhou, Yu (b0100) 2016; 90 Mahal, Blanksvärd, Täljsten, Sas (b0150) 2015; 105 Leung (b0165) 2001; 13 Destrebecq, Toussaint, Ferrier (b0135) 2011; 51 Xu, Cai (b0130) 2011; 44 Li, Xu, Leung (b0060) 2009; 24 Meng, Khayat (b0030) 2016; 2592 Li, Huang, Xu (b0055) 2016; 19 Huang, Li, Xu, Zhou (b0105) 2017; 143 Contamine, Si Larbi, Hamelin (b0145) 2013; 46 Li, Xu (b0180) 2011; 78 Harries, Shahrooz, Soltani (b0160) 2011; 17 Oehlers (b0010) 1993; 119 Hall, Mottram (b0015) 1998; 2 Takewaka, Yamaguchi, Maeda (b0085) 2003; 1 Li, Wang, Wu (b0175) 2001; 98 Lepech, Li (b0110) 2006; 12 Li, Hashida (b0075) 1993; 12 American Concrete Institute (ACI) Committee 318. Building code requirements for structural concrete and commentary ACI 318-08/ACI 318R-08, Farmington Hills, MI; 2008. Nelson, Li, Kamada (b0080) 2002; 14 Kim, Pilakoutas, Waldron (b0025) 2008; 22 Maalej, Ahmed, Paramasivam (b0125) 2003; 1 Contamine (10.1016/j.compstruct.2017.08.016_b0145) 2013; 46 Li (10.1016/j.compstruct.2017.08.016_b0175) 2001; 98 Li (10.1016/j.compstruct.2017.08.016_b0035) 2009; 24 Li (10.1016/j.compstruct.2017.08.016_b0070) 1993; 10 Leung (10.1016/j.compstruct.2017.08.016_b0165) 2001; 13 Li (10.1016/j.compstruct.2017.08.016_b0180) 2011; 78 Xu (10.1016/j.compstruct.2017.08.016_b0095) 2010; 22 Kim (10.1016/j.compstruct.2017.08.016_b0025) 2008; 22 Leung (10.1016/j.compstruct.2017.08.016_b0040) 2010; 43 Jin (10.1016/j.compstruct.2017.08.016_b0045) 2013; 46 Li (10.1016/j.compstruct.2017.08.016_b0060) 2009; 24 Oehlers (10.1016/j.compstruct.2017.08.016_b0010) 1993; 119 Wang (10.1016/j.compstruct.2017.08.016_b0170) 2011 Li (10.1016/j.compstruct.2017.08.016_b0055) 2016; 19 Lepech (10.1016/j.compstruct.2017.08.016_b0110) 2006; 12 10.1016/j.compstruct.2017.08.016_b0155 Li (10.1016/j.compstruct.2017.08.016_b0065) 1992; 118 Ferrier (10.1016/j.compstruct.2017.08.016_b0140) 2003; 36 Hall (10.1016/j.compstruct.2017.08.016_b0015) 1998; 2 Wang (10.1016/j.compstruct.2017.08.016_b0090) 1997; 27 Harries (10.1016/j.compstruct.2017.08.016_b0160) 2011; 17 Maalej (10.1016/j.compstruct.2017.08.016_b0125) 2003; 1 Şahmaran (10.1016/j.compstruct.2017.08.016_b0115) 2008; 30 Şahmaran (10.1016/j.compstruct.2017.08.016_b0120) 2009; 6 Li (10.1016/j.compstruct.2017.08.016_b0075) 1993; 12 Meng (10.1016/j.compstruct.2017.08.016_b0030) 2016; 2592 Li (10.1016/j.compstruct.2017.08.016_b0100) 2016; 90 Huang (10.1016/j.compstruct.2017.08.016_b0105) 2017; 143 10.1016/j.compstruct.2017.08.016_b0020 Mahal (10.1016/j.compstruct.2017.08.016_b0150) 2015; 105 Takewaka (10.1016/j.compstruct.2017.08.016_b0085) 2003; 1 Li (10.1016/j.compstruct.2017.08.016_b0050) 2015; 48 Xu (10.1016/j.compstruct.2017.08.016_b0130) 2011; 44 Nelson (10.1016/j.compstruct.2017.08.016_b0080) 2002; 14 Wrigley (10.1016/j.compstruct.2017.08.016_b0005) 2001 Destrebecq (10.1016/j.compstruct.2017.08.016_b0135) 2011; 51 |
| References_xml | – reference: American Concrete Institute (ACI) Committee 318. Building code requirements for structural concrete and commentary ACI 318-08/ACI 318R-08, Farmington Hills, MI; 2008. – volume: 13 start-page: 106 year: 2001 end-page: 113 ident: b0165 article-title: Delamination failure in concrete beams retrofitted with a bonded plate publication-title: J Mater Civ Eng ASCE – volume: 44 start-page: 79 year: 2011 end-page: 85 ident: b0130 article-title: Corrosion resistance of reinforced concrete beams with cover replaced by UHTCC publication-title: China Civ Eng J – volume: 1 start-page: 139 year: 2003 end-page: 146 ident: b0085 article-title: Simulation models for deterioration of concrete structures due to chloride attack publication-title: J Adv Concr Technol – volume: 12 start-page: 898 year: 1993 end-page: 901 ident: b0075 article-title: Engineering ductile fracture in brittle-matrix composites publication-title: J Mater Sci Lett – volume: 24 start-page: 677 year: 2009 end-page: 683 ident: b0060 article-title: Tensile and flexural properties of ultra high toughness cementitious composite publication-title: J Wuhan Univ Technol Mater Sci Ed – volume: 78 start-page: 1895 year: 2011 end-page: 1905 ident: b0180 article-title: Determination of energy consumption in the fracture plane of ultra high toughness cementitious composite with direct tension test publication-title: Eng Fract Mech – volume: 119 start-page: 1085 year: 1993 end-page: 1100 ident: b0010 article-title: Composite profiled beams publication-title: J Struct Eng ASCE – volume: 19 start-page: 1142 year: 2016 end-page: 1152 ident: b0055 article-title: Development of assembled permanent formwork using ultra high toughness cementitious composites publication-title: Adv Struct Eng – volume: 90 start-page: 174 year: 2016 end-page: 183 ident: b0100 article-title: Compressive fatigue damage and failure mechanism of fiber reinforced cementitious material with high ductility publication-title: Cem Concr Res – volume: 36 start-page: 522 year: 2003 end-page: 529 ident: b0140 article-title: Mechanical behavior of beams reinforced by externally bonded CFRP sheets publication-title: Mater Struct – volume: 98 start-page: 483 year: 2001 end-page: 492 ident: b0175 article-title: Tensile strain-hardening behavior of polyvinyl alcohol engineered cementitious composite (PVA-ECC) publication-title: ACI Mater J – volume: 22 start-page: 1067 year: 2010 end-page: 1077 ident: b0095 article-title: Experimental study and theoretical models on compressive properties of ultrahigh toughness cementitious composites publication-title: J Mater Civ Eng ASCE – volume: 12 start-page: 119 year: 2006 end-page: 132 ident: b0110 article-title: Long term durability performance of engineered cementitious composites publication-title: Int J Restor Build Monum – volume: 10 start-page: 37 year: 1993 end-page: 48 ident: b0070 article-title: From micromechanics to structural engineering-the design of cementitious composites for civil engineering applications publication-title: J Struct Mech Earthquake Eng – volume: 43 start-page: 993 year: 2010 end-page: 1007 ident: b0040 article-title: Development of pseudo-ductile permanent formwork for durable concrete structures publication-title: Mater Struct – volume: 46 start-page: 345 year: 2013 end-page: 360 ident: b0045 article-title: Effective joining method for pseudo-ductile permanent formwork publication-title: Mater Struct – reference: Brameshuber W, Brockmann J, Roessler G. Textile reinforced concrete for formwork elements–Investigations of structural behavior. In: Burgoyne CJ, editor. FRPRCS5. 5th international conference on fibre-reinforced plastics for reinforced concrete structures, Cambridge, UK; July 2001. p. 1019–26. – volume: 48 start-page: 9 year: 2015 end-page: 16 ident: b0050 article-title: Permanent formwork of ultra high toughness cementitious composites added with nano-SiO publication-title: China Civ Eng J – volume: 17 start-page: 804 year: 2011 end-page: 812 ident: b0160 article-title: Flexural crack widths in concrete girders with high-strength reinforcement publication-title: J Bridge Eng ASCE – volume: 14 start-page: 384 year: 2002 end-page: 391 ident: b0080 article-title: Fracture toughness of microfiber reinforced cement composites publication-title: J Mater Civ Eng ASCE – volume: 51 start-page: 879 year: 2011 end-page: 890 ident: b0135 article-title: Analysis of cracks and deformations in a full scale reinforced concrete beam using a digital image correlation technique publication-title: Exp Mech – volume: 105 start-page: 277 year: 2015 end-page: 288 ident: b0150 article-title: Using digital image correlation to evaluate fatigue behavior of strengthened reinforced concrete beams publication-title: Eng Struct – year: 2001 ident: b0005 article-title: Permanent formwork in construction – volume: 24 start-page: 482 year: 2009 end-page: 487 ident: b0035 article-title: Potential use of strain hardening ECC in permanent formwork with small scale flexural beams publication-title: J Wuhan Univ Technol Mater Sci Ed – volume: 143 start-page: 04017073 year: 2017 ident: b0105 article-title: Frequency effect on the compressive fatigue behavior of ultra-high toughness cementitious composites: an experimental study and probabilistic analysis publication-title: J Struct Eng ASCE – volume: 6 start-page: 1 year: 2009 end-page: 13 ident: b0120 article-title: Assessing the durability of engineered cementitious composites under freezing and thawing cycles publication-title: J ASTM Int – volume: 2592 start-page: 38 year: 2016 end-page: 44 ident: b0030 article-title: Experimental and numerical studies on flexural behavior of ultra-high-performance concrete panels reinforced with embedded glass fiber-reinforced polymer grids publication-title: Transp Res Rec – volume: 118 start-page: 2246 year: 1992 end-page: 2264 ident: b0065 article-title: Steady-state and multiple cracking of short random fiber composites publication-title: J Eng Mech ASCE – year: 2011 ident: b0170 article-title: Experimental research on bonding mechanical performance between ultra high toughness cementitious composites (UHTCC) and existing concrete – volume: 30 start-page: 72 year: 2008 end-page: 81 ident: b0115 article-title: Durability of mechanically loaded engineered cementitious composites under highly alkaline environment publication-title: Cem Concr Compos – volume: 46 start-page: 447 year: 2013 end-page: 458 ident: b0145 article-title: Identifying the contributing mechanisms of textile reinforced concrete (TRC) in the case of shear repairing damaged and reinforced concrete beams publication-title: Eng Struct – volume: 27 start-page: 381 year: 1997 end-page: 393 ident: b0090 article-title: Permeability study of cracked concrete publication-title: Cem Concr Res – volume: 2 start-page: 78 year: 1998 end-page: 86 ident: b0015 article-title: Combined FRP reinforcement and permanent formwork for concrete members publication-title: J Compos Constr ASCE – volume: 22 start-page: 2250 year: 2008 end-page: 2259 ident: b0025 article-title: Development of thin FRP reinforced GFRC permanent formwork systems publication-title: Constr Build Mater – volume: 1 start-page: 307 year: 2003 end-page: 316 ident: b0125 article-title: Corrosion durability and structural response of functionally-graded concrete beams publication-title: J Adv Concr Technol – volume: 90 start-page: 174 year: 2016 ident: 10.1016/j.compstruct.2017.08.016_b0100 article-title: Compressive fatigue damage and failure mechanism of fiber reinforced cementitious material with high ductility publication-title: Cem Concr Res doi: 10.1016/j.cemconres.2016.09.019 – volume: 105 start-page: 277 year: 2015 ident: 10.1016/j.compstruct.2017.08.016_b0150 article-title: Using digital image correlation to evaluate fatigue behavior of strengthened reinforced concrete beams publication-title: Eng Struct doi: 10.1016/j.engstruct.2015.10.017 – volume: 46 start-page: 345 issue: 3 year: 2013 ident: 10.1016/j.compstruct.2017.08.016_b0045 article-title: Effective joining method for pseudo-ductile permanent formwork publication-title: Mater Struct doi: 10.1617/s11527-012-9905-3 – volume: 1 start-page: 307 issue: 3 year: 2003 ident: 10.1016/j.compstruct.2017.08.016_b0125 article-title: Corrosion durability and structural response of functionally-graded concrete beams publication-title: J Adv Concr Technol doi: 10.3151/jact.1.307 – volume: 78 start-page: 1895 issue: 9 year: 2011 ident: 10.1016/j.compstruct.2017.08.016_b0180 article-title: Determination of energy consumption in the fracture plane of ultra high toughness cementitious composite with direct tension test publication-title: Eng Fract Mech doi: 10.1016/j.engfracmech.2011.03.012 – volume: 30 start-page: 72 issue: 2 year: 2008 ident: 10.1016/j.compstruct.2017.08.016_b0115 article-title: Durability of mechanically loaded engineered cementitious composites under highly alkaline environment publication-title: Cem Concr Compos doi: 10.1016/j.cemconcomp.2007.09.004 – ident: 10.1016/j.compstruct.2017.08.016_b0020 – volume: 51 start-page: 879 year: 2011 ident: 10.1016/j.compstruct.2017.08.016_b0135 article-title: Analysis of cracks and deformations in a full scale reinforced concrete beam using a digital image correlation technique publication-title: Exp Mech doi: 10.1007/s11340-010-9384-9 – volume: 19 start-page: 1142 issue: 7 year: 2016 ident: 10.1016/j.compstruct.2017.08.016_b0055 article-title: Development of assembled permanent formwork using ultra high toughness cementitious composites publication-title: Adv Struct Eng doi: 10.1177/1369433216634495 – volume: 22 start-page: 1067 issue: 10 year: 2010 ident: 10.1016/j.compstruct.2017.08.016_b0095 article-title: Experimental study and theoretical models on compressive properties of ultrahigh toughness cementitious composites publication-title: J Mater Civ Eng ASCE doi: 10.1061/(ASCE)MT.1943-5533.0000109 – volume: 24 start-page: 677 issue: 4 year: 2009 ident: 10.1016/j.compstruct.2017.08.016_b0060 article-title: Tensile and flexural properties of ultra high toughness cementitious composite publication-title: J Wuhan Univ Technol Mater Sci Ed doi: 10.1007/s11595-009-4677-5 – volume: 12 start-page: 898 issue: 12 year: 1993 ident: 10.1016/j.compstruct.2017.08.016_b0075 article-title: Engineering ductile fracture in brittle-matrix composites publication-title: J Mater Sci Lett doi: 10.1007/BF00455611 – volume: 118 start-page: 2246 issue: 11 year: 1992 ident: 10.1016/j.compstruct.2017.08.016_b0065 article-title: Steady-state and multiple cracking of short random fiber composites publication-title: J Eng Mech ASCE doi: 10.1061/(ASCE)0733-9399(1992)118:11(2246) – volume: 1 start-page: 139 issue: 2 year: 2003 ident: 10.1016/j.compstruct.2017.08.016_b0085 article-title: Simulation models for deterioration of concrete structures due to chloride attack publication-title: J Adv Concr Technol doi: 10.3151/jact.1.139 – volume: 48 start-page: 9 issue: 6 year: 2015 ident: 10.1016/j.compstruct.2017.08.016_b0050 article-title: Permanent formwork of ultra high toughness cementitious composites added with nano-SiO2 publication-title: China Civ Eng J – volume: 46 start-page: 447 year: 2013 ident: 10.1016/j.compstruct.2017.08.016_b0145 article-title: Identifying the contributing mechanisms of textile reinforced concrete (TRC) in the case of shear repairing damaged and reinforced concrete beams publication-title: Eng Struct doi: 10.1016/j.engstruct.2012.07.024 – volume: 36 start-page: 522 year: 2003 ident: 10.1016/j.compstruct.2017.08.016_b0140 article-title: Mechanical behavior of beams reinforced by externally bonded CFRP sheets publication-title: Mater Struct doi: 10.1617/13905 – volume: 119 start-page: 1085 issue: 4 year: 1993 ident: 10.1016/j.compstruct.2017.08.016_b0010 article-title: Composite profiled beams publication-title: J Struct Eng ASCE doi: 10.1061/(ASCE)0733-9445(1993)119:4(1085) – ident: 10.1016/j.compstruct.2017.08.016_b0155 – volume: 98 start-page: 483 issue: 6 year: 2001 ident: 10.1016/j.compstruct.2017.08.016_b0175 article-title: Tensile strain-hardening behavior of polyvinyl alcohol engineered cementitious composite (PVA-ECC) publication-title: ACI Mater J – volume: 24 start-page: 482 issue: 3 year: 2009 ident: 10.1016/j.compstruct.2017.08.016_b0035 article-title: Potential use of strain hardening ECC in permanent formwork with small scale flexural beams publication-title: J Wuhan Univ Technol Mater Sci Ed doi: 10.1007/s11595-009-3482-5 – volume: 2592 start-page: 38 year: 2016 ident: 10.1016/j.compstruct.2017.08.016_b0030 article-title: Experimental and numerical studies on flexural behavior of ultra-high-performance concrete panels reinforced with embedded glass fiber-reinforced polymer grids publication-title: Transp Res Rec doi: 10.3141/2592-05 – volume: 17 start-page: 804 issue: 15 year: 2011 ident: 10.1016/j.compstruct.2017.08.016_b0160 article-title: Flexural crack widths in concrete girders with high-strength reinforcement publication-title: J Bridge Eng ASCE – year: 2011 ident: 10.1016/j.compstruct.2017.08.016_b0170 – volume: 43 start-page: 993 issue: 7 year: 2010 ident: 10.1016/j.compstruct.2017.08.016_b0040 article-title: Development of pseudo-ductile permanent formwork for durable concrete structures publication-title: Mater Struct doi: 10.1617/s11527-009-9561-4 – volume: 14 start-page: 384 issue: 5 year: 2002 ident: 10.1016/j.compstruct.2017.08.016_b0080 article-title: Fracture toughness of microfiber reinforced cement composites publication-title: J Mater Civ Eng ASCE doi: 10.1061/(ASCE)0899-1561(2002)14:5(384) – volume: 6 start-page: 1 issue: 7 year: 2009 ident: 10.1016/j.compstruct.2017.08.016_b0120 article-title: Assessing the durability of engineered cementitious composites under freezing and thawing cycles publication-title: J ASTM Int doi: 10.1520/JAI102406 – volume: 12 start-page: 119 issue: 2 year: 2006 ident: 10.1016/j.compstruct.2017.08.016_b0110 article-title: Long term durability performance of engineered cementitious composites publication-title: Int J Restor Build Monum – volume: 143 start-page: 04017073 issue: 8 year: 2017 ident: 10.1016/j.compstruct.2017.08.016_b0105 article-title: Frequency effect on the compressive fatigue behavior of ultra-high toughness cementitious composites: an experimental study and probabilistic analysis publication-title: J Struct Eng ASCE doi: 10.1061/(ASCE)ST.1943-541X.0001799 – year: 2001 ident: 10.1016/j.compstruct.2017.08.016_b0005 – volume: 44 start-page: 79 issue: 5 year: 2011 ident: 10.1016/j.compstruct.2017.08.016_b0130 article-title: Corrosion resistance of reinforced concrete beams with cover replaced by UHTCC publication-title: China Civ Eng J – volume: 10 start-page: 37 issue: 2 year: 1993 ident: 10.1016/j.compstruct.2017.08.016_b0070 article-title: From micromechanics to structural engineering-the design of cementitious composites for civil engineering applications publication-title: J Struct Mech Earthquake Eng – volume: 2 start-page: 78 issue: 2 year: 1998 ident: 10.1016/j.compstruct.2017.08.016_b0015 article-title: Combined FRP reinforcement and permanent formwork for concrete members publication-title: J Compos Constr ASCE doi: 10.1061/(ASCE)1090-0268(1998)2:2(78) – volume: 27 start-page: 381 issue: 3 year: 1997 ident: 10.1016/j.compstruct.2017.08.016_b0090 article-title: Permeability study of cracked concrete publication-title: Cem Concr Res doi: 10.1016/S0008-8846(97)00031-8 – volume: 13 start-page: 106 issue: 2 year: 2001 ident: 10.1016/j.compstruct.2017.08.016_b0165 article-title: Delamination failure in concrete beams retrofitted with a bonded plate publication-title: J Mater Civ Eng ASCE doi: 10.1061/(ASCE)0899-1561(2001)13:2(106) – volume: 22 start-page: 2250 issue: 11 year: 2008 ident: 10.1016/j.compstruct.2017.08.016_b0025 article-title: Development of thin FRP reinforced GFRC permanent formwork systems publication-title: Constr Build Mater doi: 10.1016/j.conbuildmat.2007.07.029 |
| SSID | ssj0008411 |
| Score | 2.5012228 |
| Snippet | This paper presents a development of reinforced ultra-high toughness cementitious composite (UHTCC) participating permanent formwork, which acts as a... |
| SourceID | crossref elsevier |
| SourceType | Enrichment Source Index Database Publisher |
| StartPage | 892 |
| SubjectTerms | Digital Image Correlation Failure process Participating permanent formwork Ultra-high toughness cementitious composite |
| Title | Development of reinforced ultra-high toughness cementitious composite permanent formwork: Experimental study and Digital Image Correlation analysis |
| URI | https://dx.doi.org/10.1016/j.compstruct.2017.08.016 |
| Volume | 180 |
| hasFullText | 1 |
| inHoldings | 1 |
| isFullTextHit | |
| isPrint | |
| link | http://utb.summon.serialssolutions.com/2.0.0/link/0/eLvHCXMwpV07T8MwELaqssCAeIpn5YE1NI4du4GpKq1aEF2gUrfIT1RU0qpKV_4EfxhfktIiIYHE6NgXJfblzo6--z6Errg1sSRKBpbH_oDCOHxzTAc0UaETsSO0qK16HPL-iN2P43ENdVa1MACrrGJ_GdOLaF1daVaz2ZxPJs0nf3qgPr35BEgJOCZUsDMBXn79voZ5tFihwQuDAxhdoXlKjBfAtkueVgB5iYLME5TPf0pRG2mnt4d2q_0ibpePtI9qNjtAOxssgofoYwP4g2cOL2zBhupfDS-n-UIGQEmMc5DjgbiGdfFHEKBaS9_wzwa4LYvnEKMzuAfsYwGvdYO7G_z_uGCixTIz-G7yAlojePDmoxHugMBHCanzvSXHyREa9brPnX5QaS0EmrZYDsdIzpyRlCjWSrShLDKaU-o3BFIpYXgkI-2ENgmVLA6JdMQ4GSrOEi2YlfQY1bNZZk8QDq3gigptocfpSBpFImNdqKJIR0ydIrGa3lRXROSghzFNV4iz13S9MCksTApSmYSfIvJlOS_JOP5gc7tawfSbY6U-Z_xqffYv63O0DS0oXSTxBar7AfbS72Fy1SictIG22oOH_vATLob5RA |
| linkProvider | Elsevier |
| linkToHtml | http://utb.summon.serialssolutions.com/2.0.0/link/0/eLvHCXMwpV1bT8IwFD5BeFAfjNd4tw--Lqxr14E-EcSAF16EhLelV4PBQQz8Ev-wPdtQTEw08XFrz9K13bksX78P4FJYE0uqZGBF7AsULvCb4zpgTRW6JHaU5WerHvuiO-R3o3hUgfbyLAzCKkvfX_j03FuXd-rlbNZn43H9yVcPzIc3HwAZxY25BjVkp4qrUGv17rv9T4fc4LkML_YP0KAE9BQwL0RuF1StiPNKcj5PFD__KUqtRJ7bbdgqU0bSKka1AxWb7cLmCpHgHryvYH_I1JE3mxOi-rcji8n8TQbISkzmqMiDro3o_KcgorUW_sKPDaFblszQTWf4DExlEbJ1RTorEgAkJ6MlMjPkZvyMciOk9-odEmmjxkeBqvOtBc3JPgxvO4N2NyjlFgLNGnyOlaTgzkhGFW80tWE8Mlow5nMCqVRiRCQj7RJtmkzyOKTSUeNkqARv6oRbyQ6gmk0zewgktIlQLNEWW5yOpFE0MtaFKop0xNURJMvpTXXJRY6SGJN0CTp7Sb8WJsWFSVEtk4ojoJ-Ws4KP4w8218sVTL_trdSHjV-tj_9lfQHr3cHjQ_rQ69-fwAa24ElGGp9C1Xe2Zz6lmavzcst-AKJM-_U |
| 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=Development+of+reinforced+ultra-high+toughness+cementitious+composite+permanent+formwork%3A+Experimental+study+and+Digital+Image+Correlation+analysis&rft.jtitle=Composite+structures&rft.au=Huang%2C+Bo-Tao&rft.au=Li%2C+Qing-Hua&rft.au=Xu%2C+Shi-Lang&rft.au=Li%2C+Chen-Fei&rft.date=2017-11-15&rft.issn=0263-8223&rft.volume=180&rft.spage=892&rft.epage=903&rft_id=info:doi/10.1016%2Fj.compstruct.2017.08.016&rft.externalDBID=n%2Fa&rft.externalDocID=10_1016_j_compstruct_2017_08_016 |
| thumbnail_l | http://covers-cdn.summon.serialssolutions.com/index.aspx?isbn=/lc.gif&issn=0263-8223&client=summon |
| thumbnail_m | http://covers-cdn.summon.serialssolutions.com/index.aspx?isbn=/mc.gif&issn=0263-8223&client=summon |
| thumbnail_s | http://covers-cdn.summon.serialssolutions.com/index.aspx?isbn=/sc.gif&issn=0263-8223&client=summon |