Tesis sobre el tema "Concrete Testing"
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Morelli, Roberto. "Resistivity testing of concrete". Thesis, University of Edinburgh, 1985. http://hdl.handle.net/1842/15425.
Texto completoGudmarsson, Anders. "Resonance Testing of Asphalt Concrete". Doctoral thesis, KTH, Väg- och banteknik, 2014. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-155906.
Texto completoQC 20141117
Banthia, Nemkumar P. "Impact resistance of concrete". Thesis, University of British Columbia, 1987. http://hdl.handle.net/2429/26956.
Texto completoApplied Science, Faculty of
Civil Engineering, Department of
Graduate
Whitcomb, Richard W. "Quantitative ultrasonic evaluation of concrete". Thesis, Georgia Institute of Technology, 1992. http://hdl.handle.net/1853/19004.
Texto completoGudmarsson, Anders. "Laboratory Seismic Testing of Asphalt Concrete". Licentiate thesis, KTH, Väg- och banteknik, 2012. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-104236.
Texto completoQC 20121120
Bukenya, Patrick. "Ambient vibration testing of concrete dams". Master's thesis, University of Cape Town, 2011. http://hdl.handle.net/11427/10178.
Texto completoHedlund, Nadja. "Non-Destructive Testing Of Concrete Bridges". Thesis, Luleå tekniska universitet, Byggkonstruktion och brand, 2020. http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-81923.
Texto completoMitchell, Andrew Douglass. "Shear friction behavior of high-strength concrete". Thesis, Georgia Institute of Technology, 2000. http://hdl.handle.net/1853/19274.
Texto completoBlum, Frank. "A focused, two dimensional, air-coupled ultrasonic array for non-contact generation". Thesis, Available online, Georgia Institute of Technology, 2004:, 2003. http://etd.gatech.edu/theses/available/etd-04072004-180005/unrestricted/blum%5Ffrank%5F200312%5Fms.pdf.
Texto completoLoedolff, Matthys Johannes. "The behaviour of reinforced concrete cantilever columns under lateral impact load". Thesis, Stellenbosch : Stellenbosch University, 1989. http://hdl.handle.net/10019.1/67104.
Texto completoThesis (PhD)--Stellenbosch University, 1990.
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Chai, Hsi-Wen. "Design and testing of self-compacting concrete". Thesis, University College London (University of London), 1998. http://discovery.ucl.ac.uk/1317644/.
Texto completoBuchner, Susanne. "Full scale testing of prestressed concrete structures". Thesis, University of Surrey, 1989. http://epubs.surrey.ac.uk/804425/.
Texto completoMahawish, Ali Hassan. "Axisymmetric compression testing of concrete by nitrogen". Thesis, Cardiff University, 1990. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.316326.
Texto completoMeyer, Karl F. "Transfer and development length of 06-inch diameter prestressing strand in high strength lightweight concrete". Diss., Georgia Institute of Technology, 2002. http://hdl.handle.net/1853/20727.
Texto completoLam, Yuet-kee Jeffery y 林悦基. "Full-range analysis of reinforced concrete members and frames". Thesis, The University of Hong Kong (Pokfulam, Hong Kong), 2009. http://hub.hku.hk/bib/B42182268.
Texto completoReutlinger, Christopher George. "Direct pull-out capacity and transfer length of 06-inch diameter prestressing strand in high-performance concrete". Thesis, Georgia Institute of Technology, 1999. http://hdl.handle.net/1853/19026.
Texto completoChan, Denny Yuk. "Structural integrity assessment of cantilevered type concrete structures by instrumented impact hammer (IIH) technique & ultrasonic pulse velocity (UPV) technique". access abstract and table of contents access full-text, 2005. http://libweb.cityu.edu.hk/cgi-bin/ezdb/dissert.pl?msc-ap-b21174088a.pdf.
Texto completoAt head of title: City University of Hong Kong, Department of Physics and Materials Science, Master of Science in materials engineering & nanotechnology dissertation. Title from title screen (viewed on Aug. 31, 2006) Includes bibliographical references.
Lau, Connie K. Y. "Non-destructive evaluation with ultrasonic pulse velocity (UPV) in concrete structure". access abstract and table of contents access full-text, 2005. http://libweb.cityu.edu.hk/cgi-bin/ezdb/dissert.pl?msc-ap-b21174441a.pdf.
Texto completoAt head of title: City University of Hong Kong, Department of Physics and Materials Science, Master of Science in materials engineering & nanotechnology dissertation. Title from title screen (viewed on Sept. 1, 2006) Includes bibliographical references.
Mong, Seng Ming. "Non-destructive evaluation with ultrasonic pulse velocity (UPV) in concrete structure". access abstract and table of contents access full-text, 2005. http://libweb.cityu.edu.hk/cgi-bin/ezdb/dissert.pl?msc-ap-b21175032a.pdf.
Texto completoAt head of title: City University of Hong Kong, Department of Physics and Materials Science, Master of Science in materials engineering & nanotechnology dissertation. Title from title screen (viewed on Sept. 4, 2006) Includes bibliographical references.
Haines, Robert Anthony. "Shear Testing of Prestressed High Performance Concrete Bridge Girders". Thesis, Georgia Institute of Technology, 2005. http://hdl.handle.net/1853/7120.
Texto completoNg, Ah Book. "Physical models in fire study of concrete structures". Thesis, McGill University, 1988. http://digitool.Library.McGill.CA:80/R/?func=dbin-jump-full&object_id=64055.
Texto completoPalumbo, Nicolino. "Accelerated corrosion testing of steel reinforcement in concrete". Thesis, McGill University, 1991. http://digitool.Library.McGill.CA:80/R/?func=dbin-jump-full&object_id=60681.
Texto completoThis thesis reports the results of an experimental research program carried out at McGill University dealing with accelerated electrochemical corrosion testing of reinforced concrete. The main objective of this study is to determine the importance and influence of the depth of the concrete cover thickness on the rate of corrosion of steel reinforcement and thereby, on the resistance of concrete. Appropriate conclusions and recommendations regarding the construction variables affecting the corrosion process are brought forth.
These conclusions and recommendations can be summarized.
Syropoulou, Stella. "AC Impedance Testing of Surface Treatments on Concrete". Thesis, Imperial College London, 2009. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.511869.
Texto completoKatab, Anwar Othman. "The testing of repair techniques for concrete structures". Thesis, University of Sunderland, 1991. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.290443.
Texto completoKizito, Nicholas Magera. "Predicting and testing the tensile relaxation of concrete". Master's thesis, University of Cape Town, 2013. http://hdl.handle.net/11427/5036.
Texto completoIncludes bibliographical references.
Tensile relaxation is an important property in structural concrete members such as concrete overlays and patch repairs under sustained imposed restraint. Tensile relaxation helps in reducing tensile stresses in concrete which leads to mitigation of cracking in restrained concrete members. Normally, it is assumed that tensile relaxation is influenced in a similar way by the same parameters that influence creep despite potential differences between the two. Moreover, relaxation is predicted from functions that link it to creep. Whereas it is easy to find published literature on creep of concrete, little can be found on the relaxation behaviour of concrete. More research is therefore needed to understand the factors that influence relaxation and its prediction. This study aimed at comparing the influence of selected factors on creep and relaxation to establish a correlation if any between the two. The parameters investigated include: w/c ratio, age of loading, initial stress-strength ratio and aggregate content. Tensile relaxation tests are difficult to perform and hence prediction models are often relied upon to predict relaxation. Two simplified approximate methods are suggested in the fib Model Code to obtain the relaxation function from the creep function. The Age Adjusted Effective Modulus method (AAEM) given in the MC2010 and the Approximate Relaxation Function (ARF) in MC90-93 are mentioned. Values from the two were compared with experimental relaxation results to verify their accuracy in predicting the relaxation potential of selected concretes. Results show that tensile relaxation of concrete, similar to creep is affected by parameters such as w/c ratio, age of loading and aggregate content. It is observed that the magnitude of tensile relaxation, with other factors held constant, was found to reduce with a reduction in w/c ratio, increase in age and increase in aggregate content. The initial stress-strength ratio does not seem to have a significant influence on relaxation. However, an increase in the initial stress leads to a small and un- proportional increase in relaxation. The use of models linking the creep function and relaxation function to predict low-age relaxation is probably valid. Although both the AAEM and ARF methods yield fairly good predictions of relaxation, the simplicity of the AAEM makes it a better option.
Kaděrová, Jana. "Multi-filament yarns testing for textile-reinforced concrete". Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2012. http://www.nusl.cz/ntk/nusl-225556.
Texto completoIn, Chi-Won. "Defect characterization in heterogeneous civil materials using ultrasound". Diss., Georgia Institute of Technology, 2013. http://hdl.handle.net/1853/47545.
Texto completoKapanpour, Mehrdad. "Superplasticizers in concrete". Thesis, Kansas State University, 1985. http://hdl.handle.net/2097/9856.
Texto completoNg, Yu-ting Ivan y 吳汝鋌. "Performance and robustness of self-consolidating concrete". Thesis, The University of Hong Kong (Pokfulam, Hong Kong), 2008. http://hub.hku.hk/bib/B4088790X.
Texto completoGaber, Ahmed Yaseen 1962. "Pore-water pressure debonding of asphaltic concrete". Thesis, The University of Arizona, 1989. http://hdl.handle.net/10150/277077.
Texto completoTso, Karmen y 曹嘉雯. "Full-range behaviour of concrete beams partially prestressed with unbonded tendons". Thesis, The University of Hong Kong (Pokfulam, Hong Kong), 2007. http://hub.hku.hk/bib/B38225578.
Texto completoJafar, Ali y Mohan Maharjan. "Understandability of General Versus Concrete Test Cases". Thesis, Blekinge Tekniska Högskola, Sektionen för datavetenskap och kommunikation, 2009. http://urn.kb.se/resolve?urn=urn:nbn:se:bth-4358.
Texto completoSaeed, Yasir Matloob. "Behavior of Prestressed Concrete Beams with CFRP Strands". PDXScholar, 2016. http://pdxscholar.library.pdx.edu/open_access_etds/2726.
Texto completoSasher, William C. "Testing, assessment and FRP strengthening of concrete T-beam bridges in Pennsylvania". Morgantown, W. Va. : [West Virginia University Libraries], 2008. https://eidr.wvu.edu/etd/documentdata.eTD?documentid=5876.
Texto completoTitle from document title page. Document formatted into pages; contains viii, 177 p. : ill. (some col.). Includes abstract. Includes bibliographical references (p. 130-136).
Lahlouh, El-hachemi. "Compressive membrane action in concrete silos". Thesis, University of Bristol, 1990. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.280887.
Texto completoMachado, Rafael Ignacio. "Experimental investigation of steel tubed reinforced concrete columns". Thesis, Georgia Institute of Technology, 1998. http://hdl.handle.net/1853/19457.
Texto completoLesnicki, Krzysztof Jacek. "Nonlinear resonance methods for assessing ASR susceptibility during concrete prism testing (CPT)". Thesis, Georgia Institute of Technology, 2011. http://hdl.handle.net/1853/41054.
Texto completoHammarström, Elias. "Non-Destructive testing of concrete with ground penetrating radar". Thesis, Luleå tekniska universitet, Byggkonstruktion och brand, 2018. http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-72621.
Texto completoLi, Yuan. "Standardized physical property testing of self-consolidating concrete (SCC)". Laramie, Wyo. : University of Wyoming, 2008. http://proquest.umi.com/pqdweb?did=1679681111&sid=2&Fmt=2&clientId=18949&RQT=309&VName=PQD.
Texto completoEl-Ali, Mohammad Abdullah 1958. "Effect of variations in compaction on asphaltic concrete". Thesis, The University of Arizona, 1988. http://hdl.handle.net/10150/276662.
Texto completoKgoboko, Kobamelo. "Collapse behaviour of non-ductile partially prestressed concrete bridge girders". Title page, contents and summary only, 1987. http://web4.library.adelaide.edu.au/theses/09EN/09enk445.pdf.
Texto completoLu, Shan. "Measurable Mictostructural Properties and their Relationship to Chloride Migration and Durability of Concrete". Fogler Library, University of Maine, 2001. http://www.library.umaine.edu/theses/pdf/Lus2001.pdf.
Texto completoLoria-Salazar, Luis Guillermo. "Reflective cracking of flexible pavements literature review, analysis models,and testing methods /". abstract and full text PDF (free order & download UNR users only), 2008. http://0-gateway.proquest.com.innopac.library.unr.edu/openurl?url_ver=Z39.88-2004&rft_val_fmt=info:ofi/fmt:kev:mtx:dissertation&res_dat=xri:pqdiss&rft_dat=xri:pqdiss:1453593.
Texto completoRubin, Ariel. "Strenghtening of reinforced concrete bridge decks with carbon fiber composites". Thesis, Georgia Institute of Technology, 2000. http://hdl.handle.net/1853/19320.
Texto completoInsel, Emre. "Shear testing of concrete sandwich panels with carbon fiber grid reinforcement". Laramie, Wyo. : University of Wyoming, 2007. http://proquest.umi.com/pqdweb?did=1313919671&sid=1&Fmt=2&clientId=18949&RQT=309&VName=PQD.
Texto completoAzzawi, Mostfa Al. "Investigations on FRP-Concrete Bond". Scholar Commons, 2018. http://scholarcommons.usf.edu/etd/7116.
Texto completoWong, Koon-Wan. "Non-linear behaviour of reinforced concrete frames /". Title page, contents and abstract only, 1989. http://web4.library.adelaide.edu.au/theses/09PH/09phw872.pdf.
Texto completoXia, Xiahua. "Acoustic resonance spectroscopy (ARS) of concrete components". Thesis, King's College London (University of London), 1997. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.267620.
Texto completoWissawapaisal, Komwut. "Nondestructive testing of reinforced and prestressed concrete structures using acoustic waveguides". Morgantown, W. Va. : [West Virginia University Libraries], 2001. http://etd.wvu.edu/templates/showETD.cfm?recnum=2049.
Texto completoTitle from document title page. Document formatted into pages; contains xiv, 204 p. : ill. (some col.). Vita. Includes abstract. Includes bibliographical references (p. 190-195).
Barrus, Natasha Christine. "Sensitivity of Resistivity Measurements on Concrete Bridge Decks to Operator-Controlled and Concrete Material Variables". BYU ScholarsArchive, 2012. https://scholarsarchive.byu.edu/etd/3203.
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