BibTex RIS Kaynak Göster

APPLICATION OF GROUND PENETRATING RADAR (GPR) AND WIRELESS SENSOR NETWORKS (WSN) ON BRIDGE HEALTH ASSESSMENT

Yıl 2016, Cilt: 18 Sayı: 54, 425 - 439, 01.09.2016

Öz

This paper presents the results of the application of several Non-Destructive Techniques (NDT): Ground Penetrating Radar (GPR) and Wireless Sensor Networks (WSN) on a Case Study Bridge. This provides crucial structural information such as rebar position, moisture ingress and deflection. The results of all of the above are compared in order to identify the portion of the bridge which had undergone the greatest amount of deterioration. This process forms the basis for the integrated bridge health mechanism proposed by this paper. This mechanism can be used to provide the detailed structural evaluatio for reinforced concrete bridges by future engineers

Kaynakça

  • Aït-Mokhtar A., Belarbi R., Benboudjema F., Burlion N., Capra B., Poyet S., 2013, Experimental investigation of the variability of concrete durability properties. Cem Concr Res 2013;45:21–36.
  • Balayssac JP, Laurens S, Arliguie G, Breysse D, Garnier V, Dérobert X, 2012, Description of the general outlines of the French project SENSO, Quality assessment and limits of different NDT methods. Constr Build Mater 2012; 35:131–8.
  • Solla M., Lorenzo H., Riveiro B., Rial F.I., 2011, Non-destructive methodologies in the assessment of the masonry arch bridge of Traba, Spain, Engineering Failure Analysis, Volume 18, Issue 3, April 2011, Pages 828-835, ISSN 1350-6307
  • Rashidi, M & Gibson, P, 2011 Proposal of a Methodology for Bridge Condition Assessment, Australasian Transport Research Forum, 2011, p 1-13.
  • Vaghefi K.; Renee C. O.; Devin K. H., A.M.Asce; Theresa (Tess) M. A., M.Asce; Colin N. B.; K. Arthur E.; Christopher R.; Robert S.; Joseph W. B.; Richard D., 2012, Evaluation of Commercially Available Remote Sensors for Highway Bridge Condition Assessment, 10.1061/(ASCE)BE.1943-5592.0000303., 2012, American Society of Civil Engineers.
  • Nguyen N. T., Sbartaï Z.-M., Lataste J.-F., Breysse D., Bos F., 2013, Assessing the spatial variability of concrete structures using NDT techniques – Laboratory tests and case study, Construction and Building Materials, Volume 49, December 2013, Pages 240- 250, ISSN 0950-0618
  • Amos, W., Torgashov, E., Anderson, N., 2009. Bridge deck assessment using ground penetrating radar (GPR). Symposium on the Application of Geophysics to Engineering & Environmental Problems: Non-destructive Evaluation of Infrastructure, vol. 22, Issue 1.
  • Solla M., Lorenzo H., Novo A., Caamaño J.C., 2012, Structural analysis of the Roman Bibei bridge (Spain) based on GPR data and numerical modelling, Automation in Construction, Volume 22, March 2012, Pages 334-339, ISSN 0926-5805
  • Lim M. K. and Cao H., 2013, Combining multiple NDT methods to improve testing effectiveness, Construction and Building Materials, Volume 38, January 2013, Pages 1310-1315, ISSN 0950-0618
  • Yu, J., Ziehl, P., Zárate, B., Caicedo, J, 2011 Prediction of fatigue crack growth in steel bridge components using acoustic emission, Journal of Constructional Steel Research, Volume 67, Issue 8, August 2011, Pages 1254-1260, ISSN 0143-974X
  • Sbartaï Z.-M., Breysse D., Larget M., Balayssac J.-P., 2012, Combining NDT techniques for improved evaluation of concrete properties, Cement and Concrete Composites, Volume 34, Issue 6, July 2012, Pages 725-733, ISSN 0958-9465
  • Lubowiecka I., Armesto J., Arias P., Lorenzo H., Historic bridge modelling using laser scanning, ground penetrating radar and finite element methods in the context of structural dynamics, Engineering Structures, Volume 31, Issue 11, November 2009, Pages 2667-2676, ISSN 0141-0296
  • Gentile, C., Bernardini, G. & Ricci, P. P. 2008. A new interferometric radar for full- scale testing of bridges: 2. Ambient vibration tests and operational modal analysis. Structural faults and repair, 2008. International Conference; 12th, Engineering Technics Press ,Edinburgh, U.K. ISBN: 978-2-35158-061-5
  • Kilic, Gokhan. 2013. Application of advanced non-destructive testing methods on bridge health assessment and analysis, Ph.D. thesis, 2013, University of Greenwich.
  • Alani A. M., Kilic G., Aboutalebi M., 2012. Applications of ground penetrating radar in bridge health monitoring using different frequency antennae systems. EGU General Assembly, Vienna, Austria, p. 12179
  • Parrillo, R. & Roberts, R. 2006. Bridge Deck Condition Assessment using Ground Penetrating Radar. ECNDT Geophysical Survey Systems. North Salem, NH, USA. ECNDT 2006 - Tu.4.2.5
  • Benmokrane, B., El Salakawy, E. F., El Ragaby, A., Desgagné, G. & Lackey, T. 2004. Design, construction and monitoring of four innovative concrete bridge decks using non corrosive FRP composite bars. Annual Conference & Exhibition of the Transportation Association of Canada. Québec, Canada.
  • Rhazi, J., Dous, O., Ballivy, G., Laurens, S. & Balayssac, J. P. 2003. Non-destructive health evaluation of concrete bridge decks by GPR and half cell potential techniques. 6th International Conference on Nondestructive Testing in Civil Engineering. Berlin.
  • Alani A. M., Aboutalebi M., Kilic G., 2013. Applications of ground penetrating radar (GPR) in bridge deck monitoring and assessment, Journal of Applied Geophysics, Available online 29 April 2013, ISSN 0926-9851,
  • ANSYS, 2011, ANSYS 12.1 manual, Inc. (CSI), http:// www1.ansys.com /customer/ content/documentation /ans_cmd.pdf
  • Bernardini, G., De Pasquale, G., Bicci, A., Marra, M., Coppi, F., Ricci, P. & Pieraccini, M. 2007. Microwave interferometer for ambient vibration measurement on civil engineering structures: 1. Principles of the radar technique and laboratory tests. VACES’07 Experimental Vibration Analysis for Civil Engineering Structures. Porto, Portugal.
  • Wilkins, R., Bastin, G. and Chrzanowski, A., 2003. Alert: A Fully Automated Real Time Monitoring System. Proceedings of the 11th FIG Symposium on Deformation Measurement, Santorini, Greece.
  • Pieraccini, M., Fratini, M., Parrini, F., Atzeni, C. & Bartoli, G. 2008. Interferometric radar vs. accelerometer for dynamic monitoring of large structures: An experimental comparison. NDT & E International, 41, 258-264.
  • Yu, L., Sepandarmazmomeni M., Godinez, V., Giurgiutiu, V., Ziehl, P. & Yu, J. 2012. Dual Mode Sensing with Low-Profile Piezoelectric Thin Wafer Sensors for Steel Bridge Crack Detection and Diagnosis. Advances in Civil Engineering, Volume 2012 (2012), Article ID 402179, 10 pages
  • Kosmatka, Steven H., Kerkhoff, Beatrix, Panarese, William C., 2002, Design and Control of Concrete Mixtures, EB001, Portland Cement Association, 2002, 372 pages.
  • ACI, 2011 American Concrete Institute 343R-95, Analysis & Design of Reinforced Concrete Bridge Structures, 2011
  • AISC, 2006, American Institute of Steel Construction, 13 Edition, ISBN 1-56424- 055-X, 2006
  • JACOBS LTD., 2010, "Pentagon Road Bridge Visual Inspection Report" 2010
  • Chopra, A. K. 1995. Dynamics of Structures Theory and Applications to Earthquake Engineering, Prentice Hall, Upper Saddle River, NJ.
  • Maser, K. R. 2009. Integration of Ground Penetrating Radar and Infrared Thermography for Bridge Deck Condition Evaluation. NDTCE’09, Non-Destructive Testing in Civil Engineering. Nantes, France

KÖPRÜ YAPILARINDA YERALTI RADARI (YR) VE KABLOSUZ SENSÖR AĞI (KSA) İLE OLUŞTURULAN SAĞLIK DEĞERLENDİRME SİSTEMİ

Yıl 2016, Cilt: 18 Sayı: 54, 425 - 439, 01.09.2016

Öz

Bu yayında belirlenen örnek çalışma köprüsü üzerinde gelişmiş Tahribatsız Muayene Teknikleri (TMT): Yeraltı Radarı (YR) ve Kablosuz Sensör Ağı (KSA) kullanılarak elde edilen sonuçlar detaylı biçimde ele alınmıştır. Köprülerin yapısal bilgileri olarak donatının yeri, nem bilgisi ve herhangi bir noktasındaki sapmaları belirlenir. Özet olarak, yukarıda bahsedilen tekniklerin kullanımı ile köprülerin yapısal bütünlük ve genel fonksiyonelliklerinin değerlendirilmesi ve gözetimi için bir tümleşik model/yaklaşım geliştirilmek istenmiştir. Bu çalışma, potansiyel olarak köprü yapılarının mekanik ve fiziksel davranışlarının daha iyi bir şekilde anlaşılmasına yönelik katkı sağlayabilir ve sonuç olarak öngörülen yaşam sürelerini ve işlevselliklerini değerlendirebilir. Bu mekanizmanın gelecekte mühendisler tarafından betonarme köprüler üzerinde detaylı yapısal değerlendirmeler sunmak için kullanılabileceği düşünülmektedir

Kaynakça

  • Aït-Mokhtar A., Belarbi R., Benboudjema F., Burlion N., Capra B., Poyet S., 2013, Experimental investigation of the variability of concrete durability properties. Cem Concr Res 2013;45:21–36.
  • Balayssac JP, Laurens S, Arliguie G, Breysse D, Garnier V, Dérobert X, 2012, Description of the general outlines of the French project SENSO, Quality assessment and limits of different NDT methods. Constr Build Mater 2012; 35:131–8.
  • Solla M., Lorenzo H., Riveiro B., Rial F.I., 2011, Non-destructive methodologies in the assessment of the masonry arch bridge of Traba, Spain, Engineering Failure Analysis, Volume 18, Issue 3, April 2011, Pages 828-835, ISSN 1350-6307
  • Rashidi, M & Gibson, P, 2011 Proposal of a Methodology for Bridge Condition Assessment, Australasian Transport Research Forum, 2011, p 1-13.
  • Vaghefi K.; Renee C. O.; Devin K. H., A.M.Asce; Theresa (Tess) M. A., M.Asce; Colin N. B.; K. Arthur E.; Christopher R.; Robert S.; Joseph W. B.; Richard D., 2012, Evaluation of Commercially Available Remote Sensors for Highway Bridge Condition Assessment, 10.1061/(ASCE)BE.1943-5592.0000303., 2012, American Society of Civil Engineers.
  • Nguyen N. T., Sbartaï Z.-M., Lataste J.-F., Breysse D., Bos F., 2013, Assessing the spatial variability of concrete structures using NDT techniques – Laboratory tests and case study, Construction and Building Materials, Volume 49, December 2013, Pages 240- 250, ISSN 0950-0618
  • Amos, W., Torgashov, E., Anderson, N., 2009. Bridge deck assessment using ground penetrating radar (GPR). Symposium on the Application of Geophysics to Engineering & Environmental Problems: Non-destructive Evaluation of Infrastructure, vol. 22, Issue 1.
  • Solla M., Lorenzo H., Novo A., Caamaño J.C., 2012, Structural analysis of the Roman Bibei bridge (Spain) based on GPR data and numerical modelling, Automation in Construction, Volume 22, March 2012, Pages 334-339, ISSN 0926-5805
  • Lim M. K. and Cao H., 2013, Combining multiple NDT methods to improve testing effectiveness, Construction and Building Materials, Volume 38, January 2013, Pages 1310-1315, ISSN 0950-0618
  • Yu, J., Ziehl, P., Zárate, B., Caicedo, J, 2011 Prediction of fatigue crack growth in steel bridge components using acoustic emission, Journal of Constructional Steel Research, Volume 67, Issue 8, August 2011, Pages 1254-1260, ISSN 0143-974X
  • Sbartaï Z.-M., Breysse D., Larget M., Balayssac J.-P., 2012, Combining NDT techniques for improved evaluation of concrete properties, Cement and Concrete Composites, Volume 34, Issue 6, July 2012, Pages 725-733, ISSN 0958-9465
  • Lubowiecka I., Armesto J., Arias P., Lorenzo H., Historic bridge modelling using laser scanning, ground penetrating radar and finite element methods in the context of structural dynamics, Engineering Structures, Volume 31, Issue 11, November 2009, Pages 2667-2676, ISSN 0141-0296
  • Gentile, C., Bernardini, G. & Ricci, P. P. 2008. A new interferometric radar for full- scale testing of bridges: 2. Ambient vibration tests and operational modal analysis. Structural faults and repair, 2008. International Conference; 12th, Engineering Technics Press ,Edinburgh, U.K. ISBN: 978-2-35158-061-5
  • Kilic, Gokhan. 2013. Application of advanced non-destructive testing methods on bridge health assessment and analysis, Ph.D. thesis, 2013, University of Greenwich.
  • Alani A. M., Kilic G., Aboutalebi M., 2012. Applications of ground penetrating radar in bridge health monitoring using different frequency antennae systems. EGU General Assembly, Vienna, Austria, p. 12179
  • Parrillo, R. & Roberts, R. 2006. Bridge Deck Condition Assessment using Ground Penetrating Radar. ECNDT Geophysical Survey Systems. North Salem, NH, USA. ECNDT 2006 - Tu.4.2.5
  • Benmokrane, B., El Salakawy, E. F., El Ragaby, A., Desgagné, G. & Lackey, T. 2004. Design, construction and monitoring of four innovative concrete bridge decks using non corrosive FRP composite bars. Annual Conference & Exhibition of the Transportation Association of Canada. Québec, Canada.
  • Rhazi, J., Dous, O., Ballivy, G., Laurens, S. & Balayssac, J. P. 2003. Non-destructive health evaluation of concrete bridge decks by GPR and half cell potential techniques. 6th International Conference on Nondestructive Testing in Civil Engineering. Berlin.
  • Alani A. M., Aboutalebi M., Kilic G., 2013. Applications of ground penetrating radar (GPR) in bridge deck monitoring and assessment, Journal of Applied Geophysics, Available online 29 April 2013, ISSN 0926-9851,
  • ANSYS, 2011, ANSYS 12.1 manual, Inc. (CSI), http:// www1.ansys.com /customer/ content/documentation /ans_cmd.pdf
  • Bernardini, G., De Pasquale, G., Bicci, A., Marra, M., Coppi, F., Ricci, P. & Pieraccini, M. 2007. Microwave interferometer for ambient vibration measurement on civil engineering structures: 1. Principles of the radar technique and laboratory tests. VACES’07 Experimental Vibration Analysis for Civil Engineering Structures. Porto, Portugal.
  • Wilkins, R., Bastin, G. and Chrzanowski, A., 2003. Alert: A Fully Automated Real Time Monitoring System. Proceedings of the 11th FIG Symposium on Deformation Measurement, Santorini, Greece.
  • Pieraccini, M., Fratini, M., Parrini, F., Atzeni, C. & Bartoli, G. 2008. Interferometric radar vs. accelerometer for dynamic monitoring of large structures: An experimental comparison. NDT & E International, 41, 258-264.
  • Yu, L., Sepandarmazmomeni M., Godinez, V., Giurgiutiu, V., Ziehl, P. & Yu, J. 2012. Dual Mode Sensing with Low-Profile Piezoelectric Thin Wafer Sensors for Steel Bridge Crack Detection and Diagnosis. Advances in Civil Engineering, Volume 2012 (2012), Article ID 402179, 10 pages
  • Kosmatka, Steven H., Kerkhoff, Beatrix, Panarese, William C., 2002, Design and Control of Concrete Mixtures, EB001, Portland Cement Association, 2002, 372 pages.
  • ACI, 2011 American Concrete Institute 343R-95, Analysis & Design of Reinforced Concrete Bridge Structures, 2011
  • AISC, 2006, American Institute of Steel Construction, 13 Edition, ISBN 1-56424- 055-X, 2006
  • JACOBS LTD., 2010, "Pentagon Road Bridge Visual Inspection Report" 2010
  • Chopra, A. K. 1995. Dynamics of Structures Theory and Applications to Earthquake Engineering, Prentice Hall, Upper Saddle River, NJ.
  • Maser, K. R. 2009. Integration of Ground Penetrating Radar and Infrared Thermography for Bridge Deck Condition Evaluation. NDTCE’09, Non-Destructive Testing in Civil Engineering. Nantes, France
Toplam 30 adet kaynakça vardır.

Ayrıntılar

Diğer ID JA43FC22MG
Bölüm Araştırma Makalesi
Yazarlar

Gökhan Kılıç Bu kişi benim

Yayımlanma Tarihi 1 Eylül 2016
Yayımlandığı Sayı Yıl 2016 Cilt: 18 Sayı: 54

Kaynak Göster

APA Kılıç, G. (2016). KÖPRÜ YAPILARINDA YERALTI RADARI (YR) VE KABLOSUZ SENSÖR AĞI (KSA) İLE OLUŞTURULAN SAĞLIK DEĞERLENDİRME SİSTEMİ. Dokuz Eylül Üniversitesi Mühendislik Fakültesi Fen Ve Mühendislik Dergisi, 18(54), 425-439.
AMA Kılıç G. KÖPRÜ YAPILARINDA YERALTI RADARI (YR) VE KABLOSUZ SENSÖR AĞI (KSA) İLE OLUŞTURULAN SAĞLIK DEĞERLENDİRME SİSTEMİ. DEUFMD. Eylül 2016;18(54):425-439.
Chicago Kılıç, Gökhan. “KÖPRÜ YAPILARINDA YERALTI RADARI (YR) VE KABLOSUZ SENSÖR AĞI (KSA) İLE OLUŞTURULAN SAĞLIK DEĞERLENDİRME SİSTEMİ”. Dokuz Eylül Üniversitesi Mühendislik Fakültesi Fen Ve Mühendislik Dergisi 18, sy. 54 (Eylül 2016): 425-39.
EndNote Kılıç G (01 Eylül 2016) KÖPRÜ YAPILARINDA YERALTI RADARI (YR) VE KABLOSUZ SENSÖR AĞI (KSA) İLE OLUŞTURULAN SAĞLIK DEĞERLENDİRME SİSTEMİ. Dokuz Eylül Üniversitesi Mühendislik Fakültesi Fen ve Mühendislik Dergisi 18 54 425–439.
IEEE G. Kılıç, “KÖPRÜ YAPILARINDA YERALTI RADARI (YR) VE KABLOSUZ SENSÖR AĞI (KSA) İLE OLUŞTURULAN SAĞLIK DEĞERLENDİRME SİSTEMİ”, DEUFMD, c. 18, sy. 54, ss. 425–439, 2016.
ISNAD Kılıç, Gökhan. “KÖPRÜ YAPILARINDA YERALTI RADARI (YR) VE KABLOSUZ SENSÖR AĞI (KSA) İLE OLUŞTURULAN SAĞLIK DEĞERLENDİRME SİSTEMİ”. Dokuz Eylül Üniversitesi Mühendislik Fakültesi Fen ve Mühendislik Dergisi 18/54 (Eylül 2016), 425-439.
JAMA Kılıç G. KÖPRÜ YAPILARINDA YERALTI RADARI (YR) VE KABLOSUZ SENSÖR AĞI (KSA) İLE OLUŞTURULAN SAĞLIK DEĞERLENDİRME SİSTEMİ. DEUFMD. 2016;18:425–439.
MLA Kılıç, Gökhan. “KÖPRÜ YAPILARINDA YERALTI RADARI (YR) VE KABLOSUZ SENSÖR AĞI (KSA) İLE OLUŞTURULAN SAĞLIK DEĞERLENDİRME SİSTEMİ”. Dokuz Eylül Üniversitesi Mühendislik Fakültesi Fen Ve Mühendislik Dergisi, c. 18, sy. 54, 2016, ss. 425-39.
Vancouver Kılıç G. KÖPRÜ YAPILARINDA YERALTI RADARI (YR) VE KABLOSUZ SENSÖR AĞI (KSA) İLE OLUŞTURULAN SAĞLIK DEĞERLENDİRME SİSTEMİ. DEUFMD. 2016;18(54):425-39.

Dokuz Eylül Üniversitesi, Mühendislik Fakültesi Dekanlığı Tınaztepe Yerleşkesi, Adatepe Mah. Doğuş Cad. No: 207-I / 35390 Buca-İZMİR.