Flexural response of reinforced concrete beams strengthened with post-poured ultra high toughness cementitious composites layer
Four-point bending tests were conducted up to failure on eleven reinforced concrete (RC) beams and strengthening beams to study the effectiveness of externally pouring ultra high toughness cementitious composites (UHTCC) on improving the flexural behavior of existing RC beams. The strengthening mate...
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Published in | Journal of Central South University Vol. 18; no. 3; pp. 932 - 939 |
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Main Authors | , |
Format | Journal Article |
Language | English |
Published |
Changsha
Central South University
01.06.2011
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Subjects | |
Online Access | Get full text |
ISSN | 2095-2899 2227-5223 |
DOI | 10.1007/s11771-011-0783-6 |
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Abstract | Four-point bending tests were conducted up to failure on eleven reinforced concrete (RC) beams and strengthening beams to study the effectiveness of externally pouring ultra high toughness cementitious composites (UHTCC) on improving the flexural behavior of existing RC beams. The strengthening materials included UHTCC and high strength grade concrete. The parameters, such as thickness and length of strengthening layer and reinforcement in post-poured layer, were analyzed. The flexural behavior, failure mode and crack propagation of composite beams were investigated. The test results show that the strengthening layer improves the cracking and ultimate load by increasing the cross section area. Introducing UHTCC material into strengthening not only improves the bearing capacity of the original specimens, but also disperses larger cracks in upper concrete into multiple tightly-spaced fine cracks, thus prolonging the appearance of harm surface cracks and increasing the durability of existing structures. Compared with post-poured concrete, UHTCC is more suitable for working together with reinforcement. The load-deflection plots obtained from three-dimensional finite-element model (FEM) analyses are compared with those obtained from the experimental results, and show close correlation. |
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AbstractList | Four-point bending tests were conducted up to failure on eleven reinforced concrete (RC) beams and strengthening beams to study the effectiveness of externally pouring ultra high toughness cementitious composites (UHTCC) on improving the flexural behavior of existing RC beams. The strengthening materials included UHTCC and high strength grade concrete. The parameters, such as thickness and length of strengthening layer and reinforcement in post-poured layer, were analyzed. The flexural behavior, failure mode and crack propagation of composite beams were investigated. The test results show that the strengthening layer improves the cracking and ultimate load by increasing the cross section area. Introducing UHTCC material into strengthening not only improves the bearing capacity of the original specimens, but also disperses larger cracks in upper concrete into multiple tightly-spaced fine cracks, thus prolonging the appearance of harm surface cracks and increasing the durability of existing structures. Compared with post-poured concrete, UHTCC is more suitable for working together with reinforcement. The load-deflection plots obtained from three-dimensional finite-element model (FEM) analyses are compared with those obtained from the experimental results, and show close correlation. |
Author | Wang, Nan Xu, Shi-lang |
Author_xml | – sequence: 1 givenname: Nan surname: Wang fullname: Wang, Nan organization: State Key Laboratory of Coastal and Offshore Engineering, Dalian University of Technology, Dalian Institute of Building Scientific Research & Design Stock Co., Ltd – sequence: 2 givenname: Shi-lang surname: Xu fullname: Xu, Shi-lang email: shilangxu@126.com organization: State Key Laboratory of Coastal and Offshore Engineering, Dalian University of Technology |
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Cites_doi | 10.3151/jact.1.215 10.1061/(ASCE)0733-9399(1992)118:11(2246) 10.1007/s11431-008-0338-8 10.1016/j.cemconcomp.2006.12.014 10.3151/jact.4.19 10.3151/coj1975.42.5_135 |
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Keywords | strengthening beams flexural behavior post-poured layer cementitious composities ultra high toughness |
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References | Li (CR3) 2003; 1 (CR16) 2007 Kim, Fischer, Li (CR9) 2004; 101 Isenberg (CR13) 1993 Shaikh, Hirozo (CR7) 2007; 29 (CR15) 2002 CR8 Kunieda, Rokugo (CR11) 2006; 4 Wang (CR14) 2003 Xu, Cai, Li (CR6) 2009; 42 Xu, Li (CR5) 2008; 41 Kojima, Sakat, Kanda, Hiraishi (CR10) 2004; 42 Li, Wang, Wu (CR2) 2001; 98 Xu, Zhang (CR4) 2009; 52 Li, Leung (CR1) 1992; 118 Li (CR12) 2008 M. Kunieda (783_CR11) 2006; 4 S.-l. Xu (783_CR5) 2008; 41 Y. Y. Kim (783_CR9) 2004; 101 S.-l. Xu (783_CR4) 2009; 52 V. C. Li (783_CR2) 2001; 98 F. U. A. Shaikh (783_CR7) 2007; 29 S. Kojima (783_CR10) 2004; 42 H.-dong. Li (783_CR12) 2008 V. C. Li (783_CR1) 1992; 118 ABAQUS Inc. (783_CR16) 2007 V. C. Li (783_CR3) 2003; 1 HIBBITT, KARLSSON, SORENSON, INC. (783_CR15) 2002 S.-l. Xu (783_CR6) 2009; 42 783_CR8 X.-cheng. Wang (783_CR14) 2003 J. Isenberg (783_CR13) 1993 |
References_xml | – volume: 1 start-page: 215 issue: 3 year: 2003 end-page: 230 ident: CR3 article-title: On engineered cementitious composites (ECC)—A review of the material and its applications [J] publication-title: J Adv Concr Technol doi: 10.3151/jact.1.215 – start-page: 545 year: 2003 end-page: 660 ident: CR14 publication-title: Finite element method [M] – start-page: 1 year: 1993 end-page: 35 ident: CR13 publication-title: Finite element analysis of reinforced concrete structures II: Proceedings of the international workshop [M] – volume: 118 start-page: 2246 issue: 11 year: 1992 end-page: 2264 ident: CR1 article-title: Theory of steady state and multiple cracking of random discontinuous fiber reinforced brittle matrix composites [J] publication-title: Journal of Engineering Mechanics doi: 10.1061/(ASCE)0733-9399(1992)118:11(2246) – volume: 101 start-page: 792 issue: 6 year: 2004 end-page: 801 ident: CR9 article-title: Performance of Bridge Deck Link Slabs Designed with Ductile ECC [J] publication-title: ACI Structural J – year: 2007 ident: CR16 publication-title: Abaqus Analysis User’s Manual [M] – volume: 52 start-page: 1068 issue: 4 year: 2009 end-page: 1089 ident: CR4 article-title: Theoretical analysis and experimental investigation on flexural performance of steel reinforced ultrahigh toughness cementitious composite (RUHTCC) beams [J] publication-title: Science in China Series E: Technological Sciences doi: 10.1007/s11431-008-0338-8 – volume: 98 start-page: 483 issue: 6 year: 2001 end-page: 492 ident: CR2 article-title: Tensile strain hardening behavior of polyvinyl alcohol engineered cementitious composites (PVA-ECC) [J] publication-title: ACI Mater J – volume: 29 start-page: 365 issue: 5 year: 2007 end-page: 376 ident: CR7 article-title: A review on durability properties of strain hardening fiber reinforced cementitious composites [J] publication-title: Cement & Concrete Composites doi: 10.1016/j.cemconcomp.2006.12.014 – volume: 4 start-page: 19 issue: 1 year: 2006 end-page: 33 ident: CR11 article-title: Recent progress on HPFRCC in Japan—Required performance and applications [J] publication-title: J Advanced Concrete Technology doi: 10.3151/jact.4.19 – ident: CR8 – year: 2008 ident: CR12 publication-title: Experimental research on ultra high toughness cementitious composites [D] – year: 2002 ident: CR15 publication-title: ABAQUS/Standard User’s Manual [M] – volume: 41 start-page: 72 issue: 6 year: 2008 end-page: 87 ident: CR5 article-title: A review on the development of research and application of ultra high toughness cementitious composites [J] publication-title: China Civil Engineering Journal – volume: 42 start-page: 135 issue: 5 year: 2004 end-page: 139 ident: CR10 article-title: Application of direct sprayed ecc for retrofitting dam structure surface-application for Mitaka-Dam [J] publication-title: Concrete Journal doi: 10.3151/coj1975.42.5_135 – volume: 42 start-page: 42 issue: 9 year: 2009 end-page: 46 ident: CR6 article-title: Experimental study of the durability properties of ultra-high toughness cementitious composites under freezing and thawing cycles [J] publication-title: China Civil Engineering Journal – volume: 52 start-page: 1068 issue: 4 year: 2009 ident: 783_CR4 publication-title: Science in China Series E: Technological Sciences doi: 10.1007/s11431-008-0338-8 – volume: 29 start-page: 365 issue: 5 year: 2007 ident: 783_CR7 publication-title: Cement & Concrete Composites doi: 10.1016/j.cemconcomp.2006.12.014 – start-page: 1 volume-title: Finite element analysis of reinforced concrete structures II: Proceedings of the international workshop [M] year: 1993 ident: 783_CR13 – volume: 101 start-page: 792 issue: 6 year: 2004 ident: 783_CR9 publication-title: ACI Structural J – volume-title: ABAQUS/Standard User’s Manual [M] year: 2002 ident: 783_CR15 – volume: 4 start-page: 19 issue: 1 year: 2006 ident: 783_CR11 publication-title: J Advanced Concrete Technology doi: 10.3151/jact.4.19 – volume-title: Abaqus Analysis User’s Manual [M] year: 2007 ident: 783_CR16 – volume: 1 start-page: 215 issue: 3 year: 2003 ident: 783_CR3 publication-title: J Adv Concr Technol doi: 10.3151/jact.1.215 – volume: 42 start-page: 135 issue: 5 year: 2004 ident: 783_CR10 publication-title: Concrete Journal doi: 10.3151/coj1975.42.5_135 – start-page: 545 volume-title: Finite element method [M] year: 2003 ident: 783_CR14 – volume: 42 start-page: 42 issue: 9 year: 2009 ident: 783_CR6 publication-title: China Civil Engineering Journal – volume: 118 start-page: 2246 issue: 11 year: 1992 ident: 783_CR1 publication-title: Journal of Engineering Mechanics doi: 10.1061/(ASCE)0733-9399(1992)118:11(2246) – volume: 98 start-page: 483 issue: 6 year: 2001 ident: 783_CR2 publication-title: ACI Mater J – volume: 41 start-page: 72 issue: 6 year: 2008 ident: 783_CR5 publication-title: China Civil Engineering Journal – ident: 783_CR8 – volume-title: Experimental research on ultra high toughness cementitious 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Title | Flexural response of reinforced concrete beams strengthened with post-poured ultra high toughness cementitious composites layer |
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