Fracture monitoring of lightweight composite-concrete beams
Lightweight composite-concrete beams are advantageous in terms of installation, but their mechanical and fracture behaviour is not easy to predict due to their inherent heterogeneity. In the present study hybrid beams made of Textile Reinforced Cement (TRC) hollow boxes reinforced with a Carbon Fibr...
Ausführliche Beschreibung
Gespeichert in:
| Autor*in: |
De Sutter, S. [verfasserIn] |
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| Format: |
E-Artikel |
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| Sprache: |
Englisch |
| Erschienen: |
2017transfer abstract |
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| Schlagwörter: |
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| Umfang: |
9 |
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| 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 |
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| Übergeordnetes Werk: |
volume:167 ; year:2017 ; day:1 ; month:05 ; pages:11-19 ; extent:9 |
| Links: |
|---|
| DOI / URN: |
10.1016/j.compstruct.2017.01.024 |
|---|
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ELV02017991X |
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| 520 | |a Lightweight composite-concrete beams are advantageous in terms of installation, but their mechanical and fracture behaviour is not easy to predict due to their inherent heterogeneity. In the present study hybrid beams made of Textile Reinforced Cement (TRC) hollow boxes reinforced with a Carbon Fibre Reinforced Polymer (CFRP) strip and a concrete layer on top are subjected to bending. Their fracture behaviour is complicated as they can suffer from multiple failure mechanisms: matrix cracking, interface debonding or delamination. Herein, their mechanical performance is evaluated and monitored by Acoustic Emission (AE) and Digital Image Correlation (DIC). AE indices show that beams suffering from one single failure mechanism (cement cracking) exhibit nearly constant AE characteristics throughout loading. Beams additionally suffering from delamination exhibit longer AE waveforms of lower frequency compared to the pure matrix cracking. These tendencies are obvious from the initial part of the test, enabling predictions about the subsequent failure. More importantly and for the first time in related literature, the use of DIC enables to relate AE to the strain fields during loading, the final damage pattern and the ultimate failure mechanism. | ||
| 520 | |a Lightweight composite-concrete beams are advantageous in terms of installation, but their mechanical and fracture behaviour is not easy to predict due to their inherent heterogeneity. In the present study hybrid beams made of Textile Reinforced Cement (TRC) hollow boxes reinforced with a Carbon Fibre Reinforced Polymer (CFRP) strip and a concrete layer on top are subjected to bending. Their fracture behaviour is complicated as they can suffer from multiple failure mechanisms: matrix cracking, interface debonding or delamination. Herein, their mechanical performance is evaluated and monitored by Acoustic Emission (AE) and Digital Image Correlation (DIC). AE indices show that beams suffering from one single failure mechanism (cement cracking) exhibit nearly constant AE characteristics throughout loading. Beams additionally suffering from delamination exhibit longer AE waveforms of lower frequency compared to the pure matrix cracking. These tendencies are obvious from the initial part of the test, enabling predictions about the subsequent failure. More importantly and for the first time in related literature, the use of DIC enables to relate AE to the strain fields during loading, the final damage pattern and the ultimate failure mechanism. | ||
| 650 | 7 | |a Rise time |2 Elsevier | |
| 650 | 7 | |a Debonding |2 Elsevier | |
| 650 | 7 | |a Cracking |2 Elsevier | |
| 650 | 7 | |a Bending |2 Elsevier | |
| 650 | 7 | |a Acoustic emission |2 Elsevier | |
| 650 | 7 | |a Frequency |2 Elsevier | |
| 650 | 7 | |a Digital image correlation |2 Elsevier | |
| 650 | 7 | |a Hybrid beams |2 Elsevier | |
| 700 | 1 | |a Verbruggen, S. |4 oth | |
| 700 | 1 | |a Tysmans, T. |4 oth | |
| 700 | 1 | |a Aggelis, D.G. |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 |
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10.1016/j.compstruct.2017.01.024 doi GBVA2017008000023.pica (DE-627)ELV02017991X (ELSEVIER)S0263-8223(16)32154-7 DE-627 ger DE-627 rakwb eng 670 670 DE-600 690 VZ 50.17 bkl 55.80 bkl 44.80 bkl De Sutter, S. verfasserin aut Fracture monitoring of lightweight composite-concrete beams 2017transfer abstract 9 nicht spezifiziert zzz rdacontent nicht spezifiziert z rdamedia nicht spezifiziert zu rdacarrier Lightweight composite-concrete beams are advantageous in terms of installation, but their mechanical and fracture behaviour is not easy to predict due to their inherent heterogeneity. In the present study hybrid beams made of Textile Reinforced Cement (TRC) hollow boxes reinforced with a Carbon Fibre Reinforced Polymer (CFRP) strip and a concrete layer on top are subjected to bending. Their fracture behaviour is complicated as they can suffer from multiple failure mechanisms: matrix cracking, interface debonding or delamination. Herein, their mechanical performance is evaluated and monitored by Acoustic Emission (AE) and Digital Image Correlation (DIC). AE indices show that beams suffering from one single failure mechanism (cement cracking) exhibit nearly constant AE characteristics throughout loading. Beams additionally suffering from delamination exhibit longer AE waveforms of lower frequency compared to the pure matrix cracking. These tendencies are obvious from the initial part of the test, enabling predictions about the subsequent failure. More importantly and for the first time in related literature, the use of DIC enables to relate AE to the strain fields during loading, the final damage pattern and the ultimate failure mechanism. Lightweight composite-concrete beams are advantageous in terms of installation, but their mechanical and fracture behaviour is not easy to predict due to their inherent heterogeneity. In the present study hybrid beams made of Textile Reinforced Cement (TRC) hollow boxes reinforced with a Carbon Fibre Reinforced Polymer (CFRP) strip and a concrete layer on top are subjected to bending. Their fracture behaviour is complicated as they can suffer from multiple failure mechanisms: matrix cracking, interface debonding or delamination. Herein, their mechanical performance is evaluated and monitored by Acoustic Emission (AE) and Digital Image Correlation (DIC). AE indices show that beams suffering from one single failure mechanism (cement cracking) exhibit nearly constant AE characteristics throughout loading. Beams additionally suffering from delamination exhibit longer AE waveforms of lower frequency compared to the pure matrix cracking. These tendencies are obvious from the initial part of the test, enabling predictions about the subsequent failure. More importantly and for the first time in related literature, the use of DIC enables to relate AE to the strain fields during loading, the final damage pattern and the ultimate failure mechanism. Rise time Elsevier Debonding Elsevier Cracking Elsevier Bending Elsevier Acoustic emission Elsevier Frequency Elsevier Digital image correlation Elsevier Hybrid beams Elsevier Verbruggen, S. oth Tysmans, T. oth Aggelis, D.G. 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:167 year:2017 day:1 month:05 pages:11-19 extent:9 https://doi.org/10.1016/j.compstruct.2017.01.024 Volltext GBV_USEFLAG_U GBV_ELV SYSFLAG_U 50.17 Sicherheitstechnik VZ 55.80 Verkehrswesen Transportwesen: Allgemeines VZ 44.80 Unfallmedizin Notfallmedizin VZ AR 167 2017 1 0501 11-19 9 045F 670 |
| spelling |
10.1016/j.compstruct.2017.01.024 doi GBVA2017008000023.pica (DE-627)ELV02017991X (ELSEVIER)S0263-8223(16)32154-7 DE-627 ger DE-627 rakwb eng 670 670 DE-600 690 VZ 50.17 bkl 55.80 bkl 44.80 bkl De Sutter, S. verfasserin aut Fracture monitoring of lightweight composite-concrete beams 2017transfer abstract 9 nicht spezifiziert zzz rdacontent nicht spezifiziert z rdamedia nicht spezifiziert zu rdacarrier Lightweight composite-concrete beams are advantageous in terms of installation, but their mechanical and fracture behaviour is not easy to predict due to their inherent heterogeneity. In the present study hybrid beams made of Textile Reinforced Cement (TRC) hollow boxes reinforced with a Carbon Fibre Reinforced Polymer (CFRP) strip and a concrete layer on top are subjected to bending. Their fracture behaviour is complicated as they can suffer from multiple failure mechanisms: matrix cracking, interface debonding or delamination. Herein, their mechanical performance is evaluated and monitored by Acoustic Emission (AE) and Digital Image Correlation (DIC). AE indices show that beams suffering from one single failure mechanism (cement cracking) exhibit nearly constant AE characteristics throughout loading. Beams additionally suffering from delamination exhibit longer AE waveforms of lower frequency compared to the pure matrix cracking. These tendencies are obvious from the initial part of the test, enabling predictions about the subsequent failure. More importantly and for the first time in related literature, the use of DIC enables to relate AE to the strain fields during loading, the final damage pattern and the ultimate failure mechanism. Lightweight composite-concrete beams are advantageous in terms of installation, but their mechanical and fracture behaviour is not easy to predict due to their inherent heterogeneity. In the present study hybrid beams made of Textile Reinforced Cement (TRC) hollow boxes reinforced with a Carbon Fibre Reinforced Polymer (CFRP) strip and a concrete layer on top are subjected to bending. Their fracture behaviour is complicated as they can suffer from multiple failure mechanisms: matrix cracking, interface debonding or delamination. Herein, their mechanical performance is evaluated and monitored by Acoustic Emission (AE) and Digital Image Correlation (DIC). AE indices show that beams suffering from one single failure mechanism (cement cracking) exhibit nearly constant AE characteristics throughout loading. Beams additionally suffering from delamination exhibit longer AE waveforms of lower frequency compared to the pure matrix cracking. These tendencies are obvious from the initial part of the test, enabling predictions about the subsequent failure. More importantly and for the first time in related literature, the use of DIC enables to relate AE to the strain fields during loading, the final damage pattern and the ultimate failure mechanism. Rise time Elsevier Debonding Elsevier Cracking Elsevier Bending Elsevier Acoustic emission Elsevier Frequency Elsevier Digital image correlation Elsevier Hybrid beams Elsevier Verbruggen, S. oth Tysmans, T. oth Aggelis, D.G. 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:167 year:2017 day:1 month:05 pages:11-19 extent:9 https://doi.org/10.1016/j.compstruct.2017.01.024 Volltext GBV_USEFLAG_U GBV_ELV SYSFLAG_U 50.17 Sicherheitstechnik VZ 55.80 Verkehrswesen Transportwesen: Allgemeines VZ 44.80 Unfallmedizin Notfallmedizin VZ AR 167 2017 1 0501 11-19 9 045F 670 |
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10.1016/j.compstruct.2017.01.024 doi GBVA2017008000023.pica (DE-627)ELV02017991X (ELSEVIER)S0263-8223(16)32154-7 DE-627 ger DE-627 rakwb eng 670 670 DE-600 690 VZ 50.17 bkl 55.80 bkl 44.80 bkl De Sutter, S. verfasserin aut Fracture monitoring of lightweight composite-concrete beams 2017transfer abstract 9 nicht spezifiziert zzz rdacontent nicht spezifiziert z rdamedia nicht spezifiziert zu rdacarrier Lightweight composite-concrete beams are advantageous in terms of installation, but their mechanical and fracture behaviour is not easy to predict due to their inherent heterogeneity. In the present study hybrid beams made of Textile Reinforced Cement (TRC) hollow boxes reinforced with a Carbon Fibre Reinforced Polymer (CFRP) strip and a concrete layer on top are subjected to bending. Their fracture behaviour is complicated as they can suffer from multiple failure mechanisms: matrix cracking, interface debonding or delamination. Herein, their mechanical performance is evaluated and monitored by Acoustic Emission (AE) and Digital Image Correlation (DIC). AE indices show that beams suffering from one single failure mechanism (cement cracking) exhibit nearly constant AE characteristics throughout loading. Beams additionally suffering from delamination exhibit longer AE waveforms of lower frequency compared to the pure matrix cracking. These tendencies are obvious from the initial part of the test, enabling predictions about the subsequent failure. More importantly and for the first time in related literature, the use of DIC enables to relate AE to the strain fields during loading, the final damage pattern and the ultimate failure mechanism. Lightweight composite-concrete beams are advantageous in terms of installation, but their mechanical and fracture behaviour is not easy to predict due to their inherent heterogeneity. In the present study hybrid beams made of Textile Reinforced Cement (TRC) hollow boxes reinforced with a Carbon Fibre Reinforced Polymer (CFRP) strip and a concrete layer on top are subjected to bending. Their fracture behaviour is complicated as they can suffer from multiple failure mechanisms: matrix cracking, interface debonding or delamination. Herein, their mechanical performance is evaluated and monitored by Acoustic Emission (AE) and Digital Image Correlation (DIC). AE indices show that beams suffering from one single failure mechanism (cement cracking) exhibit nearly constant AE characteristics throughout loading. Beams additionally suffering from delamination exhibit longer AE waveforms of lower frequency compared to the pure matrix cracking. These tendencies are obvious from the initial part of the test, enabling predictions about the subsequent failure. More importantly and for the first time in related literature, the use of DIC enables to relate AE to the strain fields during loading, the final damage pattern and the ultimate failure mechanism. Rise time Elsevier Debonding Elsevier Cracking Elsevier Bending Elsevier Acoustic emission Elsevier Frequency Elsevier Digital image correlation Elsevier Hybrid beams Elsevier Verbruggen, S. oth Tysmans, T. oth Aggelis, D.G. 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:167 year:2017 day:1 month:05 pages:11-19 extent:9 https://doi.org/10.1016/j.compstruct.2017.01.024 Volltext GBV_USEFLAG_U GBV_ELV SYSFLAG_U 50.17 Sicherheitstechnik VZ 55.80 Verkehrswesen Transportwesen: Allgemeines VZ 44.80 Unfallmedizin Notfallmedizin VZ AR 167 2017 1 0501 11-19 9 045F 670 |
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10.1016/j.compstruct.2017.01.024 doi GBVA2017008000023.pica (DE-627)ELV02017991X (ELSEVIER)S0263-8223(16)32154-7 DE-627 ger DE-627 rakwb eng 670 670 DE-600 690 VZ 50.17 bkl 55.80 bkl 44.80 bkl De Sutter, S. verfasserin aut Fracture monitoring of lightweight composite-concrete beams 2017transfer abstract 9 nicht spezifiziert zzz rdacontent nicht spezifiziert z rdamedia nicht spezifiziert zu rdacarrier Lightweight composite-concrete beams are advantageous in terms of installation, but their mechanical and fracture behaviour is not easy to predict due to their inherent heterogeneity. In the present study hybrid beams made of Textile Reinforced Cement (TRC) hollow boxes reinforced with a Carbon Fibre Reinforced Polymer (CFRP) strip and a concrete layer on top are subjected to bending. Their fracture behaviour is complicated as they can suffer from multiple failure mechanisms: matrix cracking, interface debonding or delamination. Herein, their mechanical performance is evaluated and monitored by Acoustic Emission (AE) and Digital Image Correlation (DIC). AE indices show that beams suffering from one single failure mechanism (cement cracking) exhibit nearly constant AE characteristics throughout loading. Beams additionally suffering from delamination exhibit longer AE waveforms of lower frequency compared to the pure matrix cracking. These tendencies are obvious from the initial part of the test, enabling predictions about the subsequent failure. More importantly and for the first time in related literature, the use of DIC enables to relate AE to the strain fields during loading, the final damage pattern and the ultimate failure mechanism. Lightweight composite-concrete beams are advantageous in terms of installation, but their mechanical and fracture behaviour is not easy to predict due to their inherent heterogeneity. In the present study hybrid beams made of Textile Reinforced Cement (TRC) hollow boxes reinforced with a Carbon Fibre Reinforced Polymer (CFRP) strip and a concrete layer on top are subjected to bending. Their fracture behaviour is complicated as they can suffer from multiple failure mechanisms: matrix cracking, interface debonding or delamination. Herein, their mechanical performance is evaluated and monitored by Acoustic Emission (AE) and Digital Image Correlation (DIC). AE indices show that beams suffering from one single failure mechanism (cement cracking) exhibit nearly constant AE characteristics throughout loading. Beams additionally suffering from delamination exhibit longer AE waveforms of lower frequency compared to the pure matrix cracking. These tendencies are obvious from the initial part of the test, enabling predictions about the subsequent failure. More importantly and for the first time in related literature, the use of DIC enables to relate AE to the strain fields during loading, the final damage pattern and the ultimate failure mechanism. Rise time Elsevier Debonding Elsevier Cracking Elsevier Bending Elsevier Acoustic emission Elsevier Frequency Elsevier Digital image correlation Elsevier Hybrid beams Elsevier Verbruggen, S. oth Tysmans, T. oth Aggelis, D.G. 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:167 year:2017 day:1 month:05 pages:11-19 extent:9 https://doi.org/10.1016/j.compstruct.2017.01.024 Volltext GBV_USEFLAG_U GBV_ELV SYSFLAG_U 50.17 Sicherheitstechnik VZ 55.80 Verkehrswesen Transportwesen: Allgemeines VZ 44.80 Unfallmedizin Notfallmedizin VZ AR 167 2017 1 0501 11-19 9 045F 670 |
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10.1016/j.compstruct.2017.01.024 doi GBVA2017008000023.pica (DE-627)ELV02017991X (ELSEVIER)S0263-8223(16)32154-7 DE-627 ger DE-627 rakwb eng 670 670 DE-600 690 VZ 50.17 bkl 55.80 bkl 44.80 bkl De Sutter, S. verfasserin aut Fracture monitoring of lightweight composite-concrete beams 2017transfer abstract 9 nicht spezifiziert zzz rdacontent nicht spezifiziert z rdamedia nicht spezifiziert zu rdacarrier Lightweight composite-concrete beams are advantageous in terms of installation, but their mechanical and fracture behaviour is not easy to predict due to their inherent heterogeneity. In the present study hybrid beams made of Textile Reinforced Cement (TRC) hollow boxes reinforced with a Carbon Fibre Reinforced Polymer (CFRP) strip and a concrete layer on top are subjected to bending. Their fracture behaviour is complicated as they can suffer from multiple failure mechanisms: matrix cracking, interface debonding or delamination. Herein, their mechanical performance is evaluated and monitored by Acoustic Emission (AE) and Digital Image Correlation (DIC). AE indices show that beams suffering from one single failure mechanism (cement cracking) exhibit nearly constant AE characteristics throughout loading. Beams additionally suffering from delamination exhibit longer AE waveforms of lower frequency compared to the pure matrix cracking. These tendencies are obvious from the initial part of the test, enabling predictions about the subsequent failure. More importantly and for the first time in related literature, the use of DIC enables to relate AE to the strain fields during loading, the final damage pattern and the ultimate failure mechanism. Lightweight composite-concrete beams are advantageous in terms of installation, but their mechanical and fracture behaviour is not easy to predict due to their inherent heterogeneity. In the present study hybrid beams made of Textile Reinforced Cement (TRC) hollow boxes reinforced with a Carbon Fibre Reinforced Polymer (CFRP) strip and a concrete layer on top are subjected to bending. Their fracture behaviour is complicated as they can suffer from multiple failure mechanisms: matrix cracking, interface debonding or delamination. Herein, their mechanical performance is evaluated and monitored by Acoustic Emission (AE) and Digital Image Correlation (DIC). AE indices show that beams suffering from one single failure mechanism (cement cracking) exhibit nearly constant AE characteristics throughout loading. Beams additionally suffering from delamination exhibit longer AE waveforms of lower frequency compared to the pure matrix cracking. These tendencies are obvious from the initial part of the test, enabling predictions about the subsequent failure. More importantly and for the first time in related literature, the use of DIC enables to relate AE to the strain fields during loading, the final damage pattern and the ultimate failure mechanism. Rise time Elsevier Debonding Elsevier Cracking Elsevier Bending Elsevier Acoustic emission Elsevier Frequency Elsevier Digital image correlation Elsevier Hybrid beams Elsevier Verbruggen, S. oth Tysmans, T. oth Aggelis, D.G. 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:167 year:2017 day:1 month:05 pages:11-19 extent:9 https://doi.org/10.1016/j.compstruct.2017.01.024 Volltext GBV_USEFLAG_U GBV_ELV SYSFLAG_U 50.17 Sicherheitstechnik VZ 55.80 Verkehrswesen Transportwesen: Allgemeines VZ 44.80 Unfallmedizin Notfallmedizin VZ AR 167 2017 1 0501 11-19 9 045F 670 |
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Lightweight composite-concrete beams are advantageous in terms of installation, but their mechanical and fracture behaviour is not easy to predict due to their inherent heterogeneity. In the present study hybrid beams made of Textile Reinforced Cement (TRC) hollow boxes reinforced with a Carbon Fibre Reinforced Polymer (CFRP) strip and a concrete layer on top are subjected to bending. Their fracture behaviour is complicated as they can suffer from multiple failure mechanisms: matrix cracking, interface debonding or delamination. Herein, their mechanical performance is evaluated and monitored by Acoustic Emission (AE) and Digital Image Correlation (DIC). AE indices show that beams suffering from one single failure mechanism (cement cracking) exhibit nearly constant AE characteristics throughout loading. Beams additionally suffering from delamination exhibit longer AE waveforms of lower frequency compared to the pure matrix cracking. These tendencies are obvious from the initial part of the test, enabling predictions about the subsequent failure. More importantly and for the first time in related literature, the use of DIC enables to relate AE to the strain fields during loading, the final damage pattern and the ultimate failure mechanism. |
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Lightweight composite-concrete beams are advantageous in terms of installation, but their mechanical and fracture behaviour is not easy to predict due to their inherent heterogeneity. In the present study hybrid beams made of Textile Reinforced Cement (TRC) hollow boxes reinforced with a Carbon Fibre Reinforced Polymer (CFRP) strip and a concrete layer on top are subjected to bending. Their fracture behaviour is complicated as they can suffer from multiple failure mechanisms: matrix cracking, interface debonding or delamination. Herein, their mechanical performance is evaluated and monitored by Acoustic Emission (AE) and Digital Image Correlation (DIC). AE indices show that beams suffering from one single failure mechanism (cement cracking) exhibit nearly constant AE characteristics throughout loading. Beams additionally suffering from delamination exhibit longer AE waveforms of lower frequency compared to the pure matrix cracking. These tendencies are obvious from the initial part of the test, enabling predictions about the subsequent failure. More importantly and for the first time in related literature, the use of DIC enables to relate AE to the strain fields during loading, the final damage pattern and the ultimate failure mechanism. |
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Lightweight composite-concrete beams are advantageous in terms of installation, but their mechanical and fracture behaviour is not easy to predict due to their inherent heterogeneity. In the present study hybrid beams made of Textile Reinforced Cement (TRC) hollow boxes reinforced with a Carbon Fibre Reinforced Polymer (CFRP) strip and a concrete layer on top are subjected to bending. Their fracture behaviour is complicated as they can suffer from multiple failure mechanisms: matrix cracking, interface debonding or delamination. Herein, their mechanical performance is evaluated and monitored by Acoustic Emission (AE) and Digital Image Correlation (DIC). AE indices show that beams suffering from one single failure mechanism (cement cracking) exhibit nearly constant AE characteristics throughout loading. Beams additionally suffering from delamination exhibit longer AE waveforms of lower frequency compared to the pure matrix cracking. These tendencies are obvious from the initial part of the test, enabling predictions about the subsequent failure. More importantly and for the first time in related literature, the use of DIC enables to relate AE to the strain fields during loading, the final damage pattern and the ultimate failure mechanism. |
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