References
- Aalami, B. O. (2000). Structural modeling of posttensioned members. Journal of Structural Engineering, 126, 157–162. doi:10.1061/(ASCE)0733-9445(2000)126:2(157)
- Ata, N., Mihara, S., & Ohtsu, M. (2007). Imaging of ungrouted tendon ducts in prestressed concrete by improved SIBIE. NDT & E International, 40, 258–264. doi:10.1016/j.ndteint.2006.10.008
- BBR. (2013). European technical approval (ETA – 06/0147). Retrieved from http://www.bbrnetwork.com/fileadmin/bbr_network/PDFs/Approvals/CMI/BBR_ETA-06_0147_CMI_31_EN_Rev2_0813.pdf
- Biliszczuk, J. (2013). Most MA 532 w ciągu autostrady A1 w Mszanie. Historia budowy [MA 532 bridge along the A1 motorway in Mszana. History of construction]. In J. Biliszczuk (Ed.), Obiekty mostowe w infrastrukturze miejskiej [Bridges in urban infrastructure] (pp. 201–219). Wrocław: Lower Silesia Educational Publishers.
- Chae, M. J., Yoo, H. S., Kim, J. Y., & Cho, M. Y. (2012). Development of a wireless sensor network system for suspension bridge health monitoring. Automation in Construction, 21, 237–252. doi:10.1016/j.autcon.2011.06.008
- Cheilakou, E., Theodorakeas, P., Koui, M., Moustakidis, S., & Zeris, C. (2013). Determination of reinforcement and tendon ducts positions on pre-stressed concrete bridges by means of ground penetrating radar (GPR). Presented at the 5th international conference on NDT of HSNT – IC MINDT, Athens Greece. doi:10.1117/12.2046354
- Choi, C.-K., Kim, K.-H., & Hong, H.-S. (2002). Spline finite strip analysis of prestressed concrete box-girder bridges. Engineering Structures, 24, 1575–1586. doi:10.1016/S0141-0296(02)00101-3
- Cruz, P. J. S., Topczewski, L., Fernandes, F. M., Trela, C., & Lourenço, P. B. (2010). Application of radar techniques to the verification of design plans and the detection of defects in concrete bridges. Structure and Infrastructure Engineering, 6, 395–407. doi:10.1080/15732470701778506
- Daniels, D. J. (2004). Ground penetrating radar. London: Institution of Engineering and Technology.10.1049/PBRA015E
- De La Haza, A. O., Samokrutov, A. A., & Samokrutov, P. A. (2013). Assessment of concrete structures using the Mira and Eyecon ultrasonic shear wave devices and the SAFT-C image reconstruction technique. Construction and Building Materials, 38, 1276–1291. doi:10.1016/j.conbuildmat.2011.06.002
- Dérobert, X., Aubagnac, C., & Abraham, O. (2002). Comparison of NDT techniques on a post-tensioned beam before its autopsy. NDT & E International, 35, 541–548. doi:10.1016/S0963-8695(02)00027-0
- Dywidag. (2013). European technical approval (ETA – 06/0025). Retrieved from http://www.dywidag-norge.no/wp-content/uploads/2013/09/DSI-SUSPA-ETA-06-0025-SUSPA-Strand.pdf
- EN 13670. (2009). Execution of concrete structures. European Standard. European Committee for Standardization. ICS 91.080.40 - Concrete structures. Retrieved from https://standards.cen.eu/dyn/www/f?p=204:110:0::::FSP_PROJECT,FSP_ORG_ID:32601,6087&cs=1242D2BAC809BE1E652D0601808A56B23
- Flaga, K., & Kisała, D. (2013). Wpływ imperfekcji geometrycznych kabli sprężających na dodatkowe wytężenie płyty dolnej dźwigarów mostowych o przekroju skrzynkowym [The influence of geometric imperfections of prestressing tendons on the additional load of the box girder bottom plate]. Inżynieria I Budownictwo [Engineering and construction], 69, 631–637.
- Freyssinet. (2010). European technical approval (ETA – 10/0326). Retrieved from http://www.freyssinet.es/wp/wp/wp-content/uploads/2013/03/ETA100326acopladorfreyssinet.pdf
- Geokon Incorporated. (2015). The 6000 and 6100 series portable inclinometer probes. Retrieved from http://www.geokon.com/content/datasheets/6000_6100_Series_Inclinometer_Probes.pdf
- Gocał, J., Ortyl, Ł., Owerko, T., Kuras, P., Kocierz, R., Ćwiąkała, P., … Bałut, A. (2013). Determination of diplacements and vibrations of engineering structures using ground-based radar interferomentry. Kraków: AGH University. Retrieved from http://winntbg.bg.agh.edu.pl/skrypty4/0552/determination.pdf
- International Atomic Energy Agency. (2002). Guidebook on non-destructive testing of concrete structures. Retrieved from http://www-pub.iaea.org/mtcd/publications/pdf/tcs-17_web.pdf
- Kavitha, S., Joseph Daniel, R., & Sumangala, K. (2016). High performance MEMS accelerometers for concrete SHM applications and comparison with COTS accelerometers. Mechanical Systems and Signal Processing, 66–67, 410–424. doi:10.1016/j.ymssp.2015.06.005
- Kohl, C., & Streicher, D. (2006). Results of reconstructed and fused NDT-data measured in the laboratory and on-site at bridges. Cement and Concrete Composites, 28, 402–413. doi:10.1016/j.cemconcomp.2006.02.005
- Landuyt, D. W. V. (1991). The effect of duct arrangement on breakout of internal post-tensioning tendons in horizontally curved concrete box girder webs. University of Texas at Austin. Retrieved from https://fsel.engr.utexas.edu/pdfs/Van%20Landuyt,%20Dean%20William.pdf
- Łaziński, P., & Salamak, M. (2011). Identification of computational models in load carrying structures of concrete bridges on the basis of making load tests. In Proceedings of the 7th Central European Congress on concrete engineering CCC 2011 (pp. 353–356). Balatonfüred. Retrieved from https://www.researchgate.net/profile/Marek_Salamak/publication/256472414_Identification_of_computational_models_in_load_carrying_structures_of_concrete_bridges_on_the_basis_of_making_load_tests/links/004635239fa191526d000000.pdf
- Łaziński, P., & Salamak, M. (2015). Load test of extremely wide extradosed concrete bridge. In Proceedings of the 11th Central European Congress on concrete engineering CCC 2015 (pp. 302–305). Hainburg. Retrieved from https://www.academia.edu/16622251/Load_test_of_extremly_wide_extradosed_concrete_bridge
- Martin, J., Broughton, K. J., Giannopolous, A., Hardy, M. S. A., & Forde, M. C. (2001). Ultrasonic tomography of grouted duct post-tensioned reinforced concrete bridge beams. NDT & E International, 34, 107–113. doi:10.1016/S0963-8695(00)00035-9
- Muldoon, R., Chalker, A., Forde, M. C., Ohtsu, M., & Kunisue, F. (2007). Identifying voids in plastic ducts in post-tensioning prestressed concrete members by resonant frequency of impact–echo, SIBIE and tomography. Construction and Building Materials, 21, 527–537. doi:10.1016/j.conbuildmat.2006.04.009
- Mutsuyoshi, H., Hai, N. D., & Kasuga, A. (2008). Recent technology of prestressed concrete bridges in Japan. Presented at the 3rd ACF international conference – ACF/VCA, Ho Chi Minh. Retrieved from http://www.iabse-bd.org/old/43.pdf
- Owerko, P., & Ortyl, Ł. (2013). GPR identification of prestressing tendons in areas with high density of ordinary reinforcement. 13th International Multidisciplinary Scientific GeoConferences, Science and Technologies in Geology, Exploration and Mining, 2, 771–778. doi:10.5593/SGEM2013/BA1.V2/S05.012
- Owerko, P., Ortyl, Ł., & Salamak, M. (2013). Identification of prestressing tendons using ground penetrating radar in particular the anchorage zone. Presented at the 9th Central European Congress on concrete engineering CCC 2013, Concrete Structures in Urban Areas, Wrocław.
- Papoulis, A., & Pillai, S. U. (2002). Probability, random variables and stochastic processes (4th ed.). London: McGraw-Hill.
- Podolny, W. (1985). The cause of cracking in post-tensioned concrete box girder bridges and retrofit procedures. Journal of the Prestressed Concrete Institute, 30, 82–139.
- Ruan, X., Shi, X., & Li, X. (2012). Failure analysis of tendon breakout on bottom slab of a pre-stressed concrete box gird bridge during construction. Engineering Failure Analysis, 25, 291–303. doi:10.1016/j.engfailanal.2012.05.017
- Silvestri, C., & Williams, W. (2012). Rebar locator for pinned precast barrier application ( No. 405160-32). TX: Roadside Safety Research Program. Retrieved from http://www.roadsidepooledfund.org/files/2012/08/405160-32_Final-2012-08-31.pdf
- Topczewski, L. (2007). Improvement and application of ground penetrating radar non-destructive technique for the concrete brigde inspection ( doctoral dissertation). University of Minho, Guimarães. Retrieved from http://repositorium.sdum.uminho.pt/handle/1822/6755
- Topczewski, L. (2012). Guidelines for the application of ground penetrating radar (GPR) to inspection of concrete bridges – Reflection mode. Roads and Bridges – Drogi I Mosty, 11, 329–343. doi:10.7409/rabdim.012.005
- U.S. Federal Highway Administration. (2013). Post-tensioning tendon installation and grouting manual. Retrieved from https://www.fhwa.dot.gov/bridge/construction/pubs/hif13026.pdf
- Verma, S. K., Bhadauria, S. S., Akhtar, S., Verma, S. K., Bhadauria, S. S., & Akhtar, S. (2013). Review of nondestructive testing methods for condition monitoring of concrete structures. Journal of Construction Engineering, 2013, 1–12. doi:10.1155/2013/834572
- Xie, X., Qin, H., Yu, C., & Liu, L. (2013). An automatic recognition algorithm for GPR images of RC structure voids. Journal of Applied Geophysics, 99, 125–134. doi:10.1016/j.jappgeo.2013.02.016
- Yehia, S., Qaddoumi, N., Farrag, S., & Hamzeh, L. (2014). Investigation of concrete mix variations and environmental conditions on defect detection ability using GPR. NDT & E International, 65, 35–46. doi:10.1016/j.ndteint.2014.03.006
- Zhou, X. Y., Luan, J., & Zhang, D. H. (2013). Inspection of grouting quality for grouted tendon ducts using ground penetrating radar technique. Advanced Materials Research, 639–640, 1051–1055. doi:10.4028/www.scientific.net/AMR.639-640.1051
- Zilch, K., Weiher, H., & Riesemann, M. (2007). Concrete bridges in Germany. Retrieved from https://www.researchgate.net/profile/Hermann_Weiher/publication/242116830_Concrete_Bridges_in_Germany/links/0deec532160cda0b46000000.pdf