Rozprawy doktorskie na temat „Concrete Testing”
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Morelli, Roberto. "Resistivity testing of concrete". Thesis, University of Edinburgh, 1985. http://hdl.handle.net/1842/15425.
Pełny tekst źródłaGudmarsson, 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.
Pełny tekst źródłaQC 20141117
Banthia, Nemkumar P. "Impact resistance of concrete". Thesis, University of British Columbia, 1987. http://hdl.handle.net/2429/26956.
Pełny tekst źródłaApplied 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.
Pełny tekst źródłaGudmarsson, 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.
Pełny tekst źródłaQC 20121120
Bukenya, Patrick. "Ambient vibration testing of concrete dams". Master's thesis, University of Cape Town, 2011. http://hdl.handle.net/11427/10178.
Pełny tekst źródłaHedlund, 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.
Pełny tekst źródłaMitchell, Andrew Douglass. "Shear friction behavior of high-strength concrete". Thesis, Georgia Institute of Technology, 2000. http://hdl.handle.net/1853/19274.
Pełny tekst źródłaBlum, 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.
Pełny tekst źródłaLoedolff, 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.
Pełny tekst źródłaThesis (PhD)--Stellenbosch University, 1990.
Some digitised pages may appear illegible due to the condition of the original microfiche copy.
ENGLISH ABSTRACT: see item for full text
AFRIKAANSE OPSOMMING: sien item vir volteks.
Chai, Hsi-Wen. "Design and testing of self-compacting concrete". Thesis, University College London (University of London), 1998. http://discovery.ucl.ac.uk/1317644/.
Pełny tekst źródłaBuchner, Susanne. "Full scale testing of prestressed concrete structures". Thesis, University of Surrey, 1989. http://epubs.surrey.ac.uk/804425/.
Pełny tekst źródłaMahawish, Ali Hassan. "Axisymmetric compression testing of concrete by nitrogen". Thesis, Cardiff University, 1990. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.316326.
Pełny tekst źródłaMeyer, 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.
Pełny tekst źródłaLam, Yuet-kee Jeffery, i 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.
Pełny tekst źródłaReutlinger, 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.
Pełny tekst źródłaChan, 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.
Pełny tekst źródłaAt 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.
Pełny tekst źródłaAt 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.
Pełny tekst źródłaAt 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.
Pełny tekst źródłaNg, 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.
Pełny tekst źródłaPalumbo, 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.
Pełny tekst źródłaThis 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.
Pełny tekst źródłaKatab, 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.
Pełny tekst źródłaKizito, Nicholas Magera. "Predicting and testing the tensile relaxation of concrete". Master's thesis, University of Cape Town, 2013. http://hdl.handle.net/11427/5036.
Pełny tekst źródłaIncludes 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.
Pełny tekst źródłaIn, Chi-Won. "Defect characterization in heterogeneous civil materials using ultrasound". Diss., Georgia Institute of Technology, 2013. http://hdl.handle.net/1853/47545.
Pełny tekst źródłaKapanpour, Mehrdad. "Superplasticizers in concrete". Thesis, Kansas State University, 1985. http://hdl.handle.net/2097/9856.
Pełny tekst źródłaNg, Yu-ting Ivan, i 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.
Pełny tekst źródłaGaber, Ahmed Yaseen 1962. "Pore-water pressure debonding of asphaltic concrete". Thesis, The University of Arizona, 1989. http://hdl.handle.net/10150/277077.
Pełny tekst źródłaTso, Karmen, i 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.
Pełny tekst źródłaJafar, Ali, i 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.
Pełny tekst źródłaSaeed, Yasir Matloob. "Behavior of Prestressed Concrete Beams with CFRP Strands". PDXScholar, 2016. http://pdxscholar.library.pdx.edu/open_access_etds/2726.
Pełny tekst źródłaSasher, 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.
Pełny tekst źródłaTitle 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.
Pełny tekst źródłaMachado, Rafael Ignacio. "Experimental investigation of steel tubed reinforced concrete columns". Thesis, Georgia Institute of Technology, 1998. http://hdl.handle.net/1853/19457.
Pełny tekst źródłaLesnicki, 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.
Pełny tekst źródłaHammarström, 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.
Pełny tekst źródłaLi, 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.
Pełny tekst źródłaEl-Ali, Mohammad Abdullah 1958. "Effect of variations in compaction on asphaltic concrete". Thesis, The University of Arizona, 1988. http://hdl.handle.net/10150/276662.
Pełny tekst źródłaKgoboko, 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.
Pełny tekst źródłaLu, 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.
Pełny tekst źródłaLoria-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.
Pełny tekst źródłaRubin, Ariel. "Strenghtening of reinforced concrete bridge decks with carbon fiber composites". Thesis, Georgia Institute of Technology, 2000. http://hdl.handle.net/1853/19320.
Pełny tekst źródłaInsel, 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.
Pełny tekst źródłaAzzawi, Mostfa Al. "Investigations on FRP-Concrete Bond". Scholar Commons, 2018. http://scholarcommons.usf.edu/etd/7116.
Pełny tekst źródłaWong, 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.
Pełny tekst źródłaXia, 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.
Pełny tekst źródłaWissawapaisal, 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.
Pełny tekst źródłaTitle 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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