Damage Detection of a Concrete Column Subject to Blast Loads Using Embedded Piezoceramic Transducers

Some of the most severe structural loadings come in the form of blast loads, which may be caused by severe accidents or even terrorist activities. Most commonly after exposure to explosive forces, a structure will suffer from different degrees of damage, and even progress towards a state of collapse...

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Published inSensors (Basel, Switzerland) Vol. 18; no. 5; p. 1377
Main Authors Xu, Kai, Deng, Qingshan, Cai, Lujun, Ho, Siuchun, Song, Gangbing
Format Journal Article
LanguageEnglish
Published Switzerland MDPI AG 28.04.2018
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Abstract Some of the most severe structural loadings come in the form of blast loads, which may be caused by severe accidents or even terrorist activities. Most commonly after exposure to explosive forces, a structure will suffer from different degrees of damage, and even progress towards a state of collapse. Therefore, damage detection of a structure subject to explosive loads is of importance. This paper proposes a new approach to damage detection of a concrete column structure subjected to blast loads using embedded piezoceramic smart aggregates (SAs). Since the sensors are embedded in the structure, the proposed active-sensing based approach is more sensitive to internal or through cracks than surface damage. In the active sensing approach, the embedded SAs act as actuators and sensors, that can respectively generate and detect stress waves. If the stress wave propagates across a crack, the energy of the wave attenuates, and the reduction of the energy compared to the healthy baseline is indicative of a damage. With a damage index matrix constructed by signals obtained from an array of SAs, cracks caused by blast loads can be detected throughout the structure. Conventional sensing methods such as the measurement of dynamic strain and acceleration were included in the experiment. Since columns are critical elements needed to prevent structural collapse, knowledge of their integrity and damage conditions is essential for safety after exposure to blast loads. In this research, a concrete column with embedded SAs was chosen as the specimen, and a series of explosive tests were conducted on the column. Experimental results reveal that surface damages, though appear severe, cause minor changes in the damage index, and through cracks result in significant increase of the damage index, demonstrating the effectiveness of the active sensing, enabled by embedded SAs, in damage monitoring of the column under blast loads, and thus providing a reliable indication of structural integrity in the event of blast loads.
AbstractList Some of the most severe structural loadings come in the form of blast loads, which may be caused by severe accidents or even terrorist activities. Most commonly after exposure to explosive forces, a structure will suffer from different degrees of damage, and even progress towards a state of collapse. Therefore, damage detection of a structure subject to explosive loads is of importance. This paper proposes a new approach to damage detection of a concrete column structure subjected to blast loads using embedded piezoceramic smart aggregates (SAs). Since the sensors are embedded in the structure, the proposed active-sensing based approach is more sensitive to internal or through cracks than surface damage. In the active sensing approach, the embedded SAs act as actuators and sensors, that can respectively generate and detect stress waves. If the stress wave propagates across a crack, the energy of the wave attenuates, and the reduction of the energy compared to the healthy baseline is indicative of a damage. With a damage index matrix constructed by signals obtained from an array of SAs, cracks caused by blast loads can be detected throughout the structure. Conventional sensing methods such as the measurement of dynamic strain and acceleration were included in the experiment. Since columns are critical elements needed to prevent structural collapse, knowledge of their integrity and damage conditions is essential for safety after exposure to blast loads. In this research, a concrete column with embedded SAs was chosen as the specimen, and a series of explosive tests were conducted on the column. Experimental results reveal that surface damages, though appear severe, cause minor changes in the damage index, and through cracks result in significant increase of the damage index, demonstrating the effectiveness of the active sensing, enabled by embedded SAs, in damage monitoring of the column under blast loads, and thus providing a reliable indication of structural integrity in the event of blast loads.
Some of the most severe structural loadings come in the form of blast loads, which may be caused by severe accidents or even terrorist activities. Most commonly after exposure to explosive forces, a structure will suffer from different degrees of damage, and even progress towards a state of collapse. Therefore, damage detection of a structure subject to explosive loads is of importance. This paper proposes a new approach to damage detection of a concrete column structure subjected to blast loads using embedded piezoceramic smart aggregates (SAs). Since the sensors are embedded in the structure, the proposed active-sensing based approach is more sensitive to internal or through cracks than surface damage. In the active sensing approach, the embedded SAs act as actuators and sensors, that can respectively generate and detect stress waves. If the stress wave propagates across a crack, the energy of the wave attenuates, and the reduction of the energy compared to the healthy baseline is indicative of a damage. With a damage index matrix constructed by signals obtained from an array of SAs, cracks caused by blast loads can be detected throughout the structure. Conventional sensing methods such as the measurement of dynamic strain and acceleration were included in the experiment. Since columns are critical elements needed to prevent structural collapse, knowledge of their integrity and damage conditions is essential for safety after exposure to blast loads. In this research, a concrete column with embedded SAs was chosen as the specimen, and a series of explosive tests were conducted on the column. Experimental results reveal that surface damages, though appear severe, cause minor changes in the damage index, and through cracks result in significant increase of the damage index, demonstrating the effectiveness of the active sensing, enabled by embedded SAs, in damage monitoring of the column under blast loads, and thus providing a reliable indication of structural integrity in the event of blast loads.Some of the most severe structural loadings come in the form of blast loads, which may be caused by severe accidents or even terrorist activities. Most commonly after exposure to explosive forces, a structure will suffer from different degrees of damage, and even progress towards a state of collapse. Therefore, damage detection of a structure subject to explosive loads is of importance. This paper proposes a new approach to damage detection of a concrete column structure subjected to blast loads using embedded piezoceramic smart aggregates (SAs). Since the sensors are embedded in the structure, the proposed active-sensing based approach is more sensitive to internal or through cracks than surface damage. In the active sensing approach, the embedded SAs act as actuators and sensors, that can respectively generate and detect stress waves. If the stress wave propagates across a crack, the energy of the wave attenuates, and the reduction of the energy compared to the healthy baseline is indicative of a damage. With a damage index matrix constructed by signals obtained from an array of SAs, cracks caused by blast loads can be detected throughout the structure. Conventional sensing methods such as the measurement of dynamic strain and acceleration were included in the experiment. Since columns are critical elements needed to prevent structural collapse, knowledge of their integrity and damage conditions is essential for safety after exposure to blast loads. In this research, a concrete column with embedded SAs was chosen as the specimen, and a series of explosive tests were conducted on the column. Experimental results reveal that surface damages, though appear severe, cause minor changes in the damage index, and through cracks result in significant increase of the damage index, demonstrating the effectiveness of the active sensing, enabled by embedded SAs, in damage monitoring of the column under blast loads, and thus providing a reliable indication of structural integrity in the event of blast loads.
Author Song, Gangbing
Deng, Qingshan
Xu, Kai
Ho, Siuchun
Cai, Lujun
AuthorAffiliation 2 College of Science, Wuhan University of Science and Technology, Wuhan 430065, China
3 Department of Mechanical Engineering, University of Houston, Houston, TX 77204, USA; smho@uh.edu
1 College of Urban Construction, Wuhan University of Science and Technology, Wuhan 430065, China; xukai@wust.edu.cn (K.X.); shanadolph@163.com (Q.D.)
AuthorAffiliation_xml – name: 1 College of Urban Construction, Wuhan University of Science and Technology, Wuhan 430065, China; xukai@wust.edu.cn (K.X.); shanadolph@163.com (Q.D.)
– name: 2 College of Science, Wuhan University of Science and Technology, Wuhan 430065, China
– name: 3 Department of Mechanical Engineering, University of Houston, Houston, TX 77204, USA; smho@uh.edu
Author_xml – sequence: 1
  givenname: Kai
  orcidid: 0000-0003-1929-1111
  surname: Xu
  fullname: Xu, Kai
– sequence: 2
  givenname: Qingshan
  surname: Deng
  fullname: Deng, Qingshan
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  givenname: Lujun
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  fullname: Cai, Lujun
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  givenname: Siuchun
  surname: Ho
  fullname: Ho, Siuchun
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  givenname: Gangbing
  orcidid: 0000-0001-5135-5555
  surname: Song
  fullname: Song, Gangbing
BackLink https://www.ncbi.nlm.nih.gov/pubmed/29710807$$D View this record in MEDLINE/PubMed
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Cites_doi 10.1260/2041-4196.1.4.571
10.1088/0964-1726/16/2/026
10.1016/j.engstruct.2008.01.019
10.3390/s16101765
10.1080/09636410701304580
10.3390/s141019897
10.1088/0964-1726/16/3/018
10.1177/1045389X14536010
10.1016/j.jcsr.2010.12.001
10.1016/j.ndteint.2003.07.001
10.1061/40988(323)169
10.3390/app7080789
10.1109/IWAGPR.2017.7996058
10.1016/j.ijimpeng.2015.05.006
10.1016/j.engstruct.2007.08.011
10.1016/j.engstruct.2007.07.011
10.1109/JSEN.2004.833505
10.1061/(ASCE)CF.1943-5509.0000694
10.1016/j.engstruct.2015.09.019
10.1088/0964-1726/22/6/065002
10.1016/j.ijimpeng.2009.04.003
10.3390/s8010271
10.1088/0964-1726/16/4/003
10.3390/s100505193
10.1617/s11527-009-9484-0
10.3390/app7040362
10.3390/app6110341
10.1177/1045389X12461080
10.56748/ejse.671
10.1061/(ASCE)0887-3828(2006)20:4(330)
10.1088/0964-1726/19/6/065021
10.1016/j.ress.2017.04.007
10.1016/j.engstruct.2003.08.011
10.1061/(ASCE)0893-1321(2002)15:3(97)
10.1088/0964-1726/25/11/115031
10.1080/08916152.2013.797942
10.1088/0964-1726/23/11/115019
10.1109/ICNSC.2007.372878
10.1088/0964-1726/13/1/004
10.3390/app6100298
10.1088/0964-1726/18/7/075001
10.1109/MILTECHS.2017.7988761
10.3390/app6110320
10.1088/0964-1726/23/6/067003
10.1061/(ASCE)0733-9445(2008)134:3(478)
10.1109/MILTECHS.2017.7988758
10.1088/0964-1726/19/6/065026
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Issue 5
Keywords smart aggregate (SA)
blast loads
concrete column
damage index
damage detection
wavelet packet analysis
piezoceramic transducers
Language English
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References ref_50
Song (ref_41) 2007; 16
Sasani (ref_14) 2008; 30
Sasani (ref_10) 2008; 134
Izzuddin (ref_12) 2008; 30
Almusallam (ref_9) 2010; 10
Parisi (ref_15) 2015; 103
Luccioni (ref_5) 2004; 26
Grant (ref_17) 2015; 29
Wang (ref_36) 2013; 24
Hao (ref_16) 2010; 1
ref_19
ref_18
Venugopal (ref_35) 2015; 26
Song (ref_40) 2007; 16
Bhalla (ref_39) 2004; 37
Bao (ref_11) 2010; 37
ref_25
ref_21
Krishna (ref_34) 2004; 4
ref_29
ref_28
ref_27
Crenshaw (ref_1) 2007; 16
Wang (ref_38) 2014; 28
ref_30
Song (ref_23) 2017; 7
Song (ref_33) 2004; 13
Epasto (ref_22) 2010; 43
Wu (ref_3) 2011; 67
Vlassis (ref_13) 2008; 30
Hu (ref_24) 2014; 14
ref_47
Subramanian (ref_7) 2002; 76
ref_46
ref_45
Ngo (ref_4) 2007; 7
ref_44
ref_43
ref_42
Grant (ref_2) 2017; 165
Song (ref_31) 2002; 15
Lai (ref_20) 2015; 84
ref_49
ref_48
Hu (ref_32) 2007; 16
Osteraas (ref_8) 2006; 20
Yang (ref_26) 2008; 8
Yang (ref_37) 2010; 10
ref_6
References_xml – volume: 1
  start-page: 571
  year: 2010
  ident: ref_16
  article-title: RC Column Failure Probabilities to Blast Loads
  publication-title: Int. J. Prot. Struct.
  doi: 10.1260/2041-4196.1.4.571
– volume: 16
  start-page: 462
  year: 2007
  ident: ref_40
  article-title: An overheight vehicle-bridge collision monitoring system using piezoelectric transducers
  publication-title: Smart Mater. Struct.
  doi: 10.1088/0964-1726/16/2/026
– volume: 30
  start-page: 2478
  year: 2008
  ident: ref_14
  article-title: Response of a reinforced concrete infilled-frame structure to removal of two adjacent columns
  publication-title: Eng. Struct.
  doi: 10.1016/j.engstruct.2008.01.019
– ident: ref_28
  doi: 10.3390/s16101765
– volume: 16
  start-page: 133
  year: 2007
  ident: ref_1
  article-title: Explaining Suicide Terrorism: A Review Essay
  publication-title: Secur. Stud.
  doi: 10.1080/09636410701304580
– volume: 14
  start-page: 19897
  year: 2014
  ident: ref_24
  article-title: A study of concrete slab damage detection based on the electromechanical impedance method
  publication-title: Sensors
  doi: 10.3390/s141019897
– volume: 16
  start-page: 706
  year: 2007
  ident: ref_32
  article-title: Wave propagation modeling of the PZT sensing region for structural health monitoring
  publication-title: Smart Mater. Struct.
  doi: 10.1088/0964-1726/16/3/018
– volume: 26
  start-page: 1679
  year: 2015
  ident: ref_35
  article-title: Modeling and analysis of Lamb wave propagation in a beam under lead zirconate titanate actuation and sensing
  publication-title: J. Intell. Mater. Syst. Struct.
  doi: 10.1177/1045389X14536010
– volume: 67
  start-page: 602
  year: 2011
  ident: ref_3
  article-title: The effects of explosive mass ratio on residual compressive capacity of contact blast damaged composite columns
  publication-title: J. Constr. Steel Res.
  doi: 10.1016/j.jcsr.2010.12.001
– volume: 37
  start-page: 23
  year: 2004
  ident: ref_39
  article-title: High frequency piezoelectric signatures for diagnosis of seismic/blast induced structural damages
  publication-title: NDT E Int.
  doi: 10.1016/j.ndteint.2003.07.001
– ident: ref_42
  doi: 10.1061/40988(323)169
– volume: 10
  start-page: 36
  year: 2010
  ident: ref_9
  article-title: Numerical Analysis for Progressive Collapse Potential of a Typical Framed Concrete Building
  publication-title: Int. J. Civ. Environ. Eng.
– volume: 7
  start-page: 3
  year: 2017
  ident: ref_23
  article-title: Structural health monitoring (SHM) of civil structures
  publication-title: Appl. Sci.
  doi: 10.3390/app7080789
– ident: ref_21
  doi: 10.1109/IWAGPR.2017.7996058
– volume: 84
  start-page: 1
  year: 2015
  ident: ref_20
  article-title: Repeated penetration and different depth explosion of ultra-high performance concrete
  publication-title: Int. J. Impact Eng.
  doi: 10.1016/j.ijimpeng.2015.05.006
– volume: 30
  start-page: 1424
  year: 2008
  ident: ref_13
  article-title: Progressive collapse of multi-storey buildings due to sudden column loss—Part II: Application
  publication-title: Eng. Struct.
  doi: 10.1016/j.engstruct.2007.08.011
– volume: 30
  start-page: 1308
  year: 2008
  ident: ref_12
  article-title: Progressive collapse of multi-storey buildings due to sudden column loss—Part I: Simplified assessment framework
  publication-title: Eng. Struct.
  doi: 10.1016/j.engstruct.2007.07.011
– volume: 4
  start-page: 691
  year: 2004
  ident: ref_34
  article-title: Tactile sensor based on piezoelectric resonance
  publication-title: IEEE Sens. J.
  doi: 10.1109/JSEN.2004.833505
– volume: 29
  start-page: B4014009
  year: 2015
  ident: ref_17
  article-title: Probabilistic Risk Assessment for Improvised Explosive Device Attacks That Cause Significant Building Damage
  publication-title: J. Perform. Constr. Facil.
  doi: 10.1061/(ASCE)CF.1943-5509.0000694
– volume: 103
  start-page: 285
  year: 2015
  ident: ref_15
  article-title: Blast fragility and performance-based pressure-impulse diagrams of European reinforced concrete columns
  publication-title: Eng. Struct.
  doi: 10.1016/j.engstruct.2015.09.019
– ident: ref_45
  doi: 10.1088/0964-1726/22/6/065002
– volume: 37
  start-page: 295
  year: 2010
  ident: ref_11
  article-title: Residual strength of blast damaged reinforced concrete columns
  publication-title: Int. J. Impact Eng.
  doi: 10.1016/j.ijimpeng.2009.04.003
– volume: 8
  start-page: 271
  year: 2008
  ident: ref_26
  article-title: Application of Multiplexed FBG and PZT Impedance Sensors for Health Monitoring of Rocks
  publication-title: Sensors
  doi: 10.3390/s8010271
– volume: 16
  start-page: 959
  year: 2007
  ident: ref_41
  article-title: Concrete structural health monitoring using embedded piezoceramic transducers
  publication-title: Smart Mater. Struct.
  doi: 10.1088/0964-1726/16/4/003
– volume: 10
  start-page: 5193
  year: 2010
  ident: ref_37
  article-title: A reusable PZT transducer for monitoring initial hydration and structural health of concrete
  publication-title: Sensors
  doi: 10.3390/s100505193
– volume: 43
  start-page: 235
  year: 2010
  ident: ref_22
  article-title: Evaluation of fire-damaged concrete using impact-echo method
  publication-title: Mater. Struct.
  doi: 10.1617/s11527-009-9484-0
– ident: ref_25
  doi: 10.3390/app7040362
– ident: ref_47
  doi: 10.3390/app6110341
– volume: 24
  start-page: 226
  year: 2013
  ident: ref_36
  article-title: Analysis of bimorph piezoelectric beam energy harvesters using Timoshenko and Euler-Bernoulli beam theory
  publication-title: J. Intell. Mater. Syst. Struct.
  doi: 10.1177/1045389X12461080
– volume: 7
  start-page: 76
  year: 2007
  ident: ref_4
  article-title: Blast loading and blast effects on structures—An overview
  publication-title: Electron. J. Struct. Eng.
  doi: 10.56748/ejse.671
– volume: 20
  start-page: 330
  year: 2006
  ident: ref_8
  article-title: Murrah Building Bombing Revisited: A Qualitative Assessment of Blast Damage and Collapse Patterns
  publication-title: J. Perform. Constr. Facil.
  doi: 10.1061/(ASCE)0887-3828(2006)20:4(330)
– ident: ref_49
  doi: 10.1088/0964-1726/19/6/065021
– volume: 165
  start-page: 345
  year: 2017
  ident: ref_2
  article-title: Modelling improvised explosive device attacks in the West—Assessing the hazard
  publication-title: Reliab. Eng. Syst. Saf.
  doi: 10.1016/j.ress.2017.04.007
– volume: 26
  start-page: 63
  year: 2004
  ident: ref_5
  article-title: Analysis of building collapse under blast loads
  publication-title: Eng. Struct.
  doi: 10.1016/j.engstruct.2003.08.011
– volume: 15
  start-page: 97
  year: 2002
  ident: ref_31
  article-title: Active Vibration Damping of Composite Beam using Smart Sensors and Actuators
  publication-title: J. Aerosp. Eng.
  doi: 10.1061/(ASCE)0893-1321(2002)15:3(97)
– ident: ref_48
  doi: 10.1088/0964-1726/25/11/115031
– volume: 28
  start-page: 1
  year: 2014
  ident: ref_38
  article-title: An Experimental Study on the Performance of a Loop Heat Pipe
  publication-title: Exp. Heat Transf.
  doi: 10.1080/08916152.2013.797942
– volume: 76
  start-page: 165
  year: 2002
  ident: ref_7
  article-title: Collapse of WTC—Its impact on skyscraper construction
  publication-title: Indian Concr. J.
– ident: ref_27
  doi: 10.1088/0964-1726/23/11/115019
– ident: ref_6
– ident: ref_50
  doi: 10.1109/ICNSC.2007.372878
– volume: 13
  start-page: 30
  year: 2004
  ident: ref_33
  article-title: Thermal deformation compensation of a composite beam using piezoelectric actuators
  publication-title: Smart Mater. Struct.
  doi: 10.1088/0964-1726/13/1/004
– ident: ref_29
  doi: 10.3390/app6100298
– ident: ref_43
  doi: 10.1088/0964-1726/18/7/075001
– ident: ref_19
  doi: 10.1109/MILTECHS.2017.7988761
– ident: ref_30
  doi: 10.3390/app6110320
– ident: ref_44
  doi: 10.1088/0964-1726/23/6/067003
– volume: 134
  start-page: 478
  year: 2008
  ident: ref_10
  article-title: Progressive Collapse Resistance of Hotel San Diego
  publication-title: J. Struct. Eng.
  doi: 10.1061/(ASCE)0733-9445(2008)134:3(478)
– ident: ref_18
  doi: 10.1109/MILTECHS.2017.7988758
– ident: ref_46
  doi: 10.1088/0964-1726/19/6/065026
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Snippet Some of the most severe structural loadings come in the form of blast loads, which may be caused by severe accidents or even terrorist activities. Most...
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Title Damage Detection of a Concrete Column Subject to Blast Loads Using Embedded Piezoceramic Transducers
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Volume 18
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