Dissertations / Theses on the topic 'Prestressed concrete beams. Strains and stresses'
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唐嘉鴻 and Ka-hung William Tang. "Strain energy capacity of reinforced and prestressed concrete beams." Thesis, The University of Hong Kong (Pokfulam, Hong Kong), 1990. http://hub.hku.hk/bib/B30425190.
Full textTang, Ka-hung William. "Strain energy capacity of reinforced and prestressed concrete beams /." [Hong Kong] : University of Hong Kong, 1990. http://sunzi.lib.hku.hk/hkuto/record.jsp?B12925524.
Full textKarimnassaee, Ali 1959. "FLEXURAL BEHAVIOR OF LIGHTLY REINFORCED UNBONDED POST-TENSIONED CONCRETE BEAMS." Thesis, The University of Arizona, 1986. http://hdl.handle.net/10150/275510.
Full textAl-Faris, Tariq Abdulaziz. "EXPERIMENTAL STUDY OF BEHAVIOR OF UNBONDED POSTTENSIONED BEAMS." Thesis, The University of Arizona, 1985. http://hdl.handle.net/10150/275439.
Full textLee, Jonghang. "Experimental and analytical investigations of the thermal behavior of prestressed concrete bridge girders including imperfections." Diss., Georgia Institute of Technology, 2010. http://hdl.handle.net/1853/34675.
Full text羅文惠 and Man-wai Law. "Strain energy capacity of reinforced concrete beams." Thesis, The University of Hong Kong (Pokfulam, Hong Kong), 1987. http://hub.hku.hk/bib/B31207704.
Full textLaw, Man-wai. "Strain energy capacity of reinforced concrete beams /." [Hong Kong : University of Hong Kong], 1987. http://sunzi.lib.hku.hk/hkuto/record.jsp?B12228175.
Full textPrasad, M. N. Nagendra. "Moment-curvature relationships in reinforced concrete." Thesis, This resource online, 1993. http://scholar.lib.vt.edu/theses/available/etd-07112009-040255/.
Full textGuenther, Cristy Louise. "Evaluation of shear and diagonal tension in plain concrete." Laramie, Wyo. : University of Wyoming, 2007. http://proquest.umi.com/pqdweb?did=1400964851&sid=1&Fmt=2&clientId=18949&RQT=309&VName=PQD.
Full textPeng, Jun, and 彭军. "Strain gradient effects on flexural strength and ductility design of normal-strength RC beams and columns." Thesis, The University of Hong Kong (Pokfulam, Hong Kong), 2012. http://hub.hku.hk/bib/B48329630.
Full textpublished_or_final_version
Civil Engineering
Doctoral
Doctor of Philosophy
Bahen, Neil P. "Strut-and-tie modeling for disturbed regions in structural concrete members with emphasis on deep beams." abstract and full text PDF (free order & download UNR users only), 2007. 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:1447626.
Full textLee, Tuan Kuan 1976. "Shear strength of reinforced concrete T-beams strengthened using carbon fibre reinforced polymer (CFRP) laminates." Monash University, Dept. of Civil Engineering, 2003. http://arrow.monash.edu.au/hdl/1959.1/6647.
Full textAllen, Christine. "Role of end peeling in behavior of reinforced concrete beams with externally bonded reinforcement." Thesis, Georgia Institute of Technology, 2010. http://hdl.handle.net/1853/33982.
Full textCrane, Charles Kennan. "Shear and shear friction of ultra-high performance concrete bridge girders." Diss., Georgia Institute of Technology, 2010. http://hdl.handle.net/1853/34745.
Full textBosworth, Kyle Judson. "Health Monitoring of the Veterans' Glass City Skyway: Vibrating Wire Strain Gage Testing, Study of Temperature Gradients and a Baseline Truck Test." Connect to Online Resource-OhioLINK, 2007. http://rave.ohiolink.edu/etdc/view?acc%5Fnum=toledo1197693985.
Full textTypescript. "Submitted as partial fulfillment of the requirements for the Master of Science in Civil Engineering." "A thesis entitled"--at head of title. Bibliography: leaves 86-87.
Hsu, Horng-Chyi, and 許宏祺. "Analysis of Tendon Initial Stresses in Prestressed Concrete Beams." Thesis, 2005. http://ndltd.ncl.edu.tw/handle/19245787470714326868.
Full text逢甲大學
土木工程所
93
The study is to investigate the tendon’s instantaneous prestress loss in the process of exerting prestress up to the effective prestress. In accordance with three causes of instantaneous prestress loss-friction of tendons, anchorage slips and tendon’s elastic shortening-this study explains a process of calculation. It is known that this instantaneous prestress loss will cause the redistribution of the exerting presstress and the initial prestress. Based on the redistribution curves of the initial prestress, the inflection point of the frictional tendons, the influential distance due to anchorage slips, the tendon’s prestress change due to elastic shortening as well as the pulling-out elongations of tendons can be determined. An ITS(Initial Tendon Stress)program is developed in this study to account for the aforementioned relations. This program will help design in analyzing the exerted prestress and initial prestress. By inputting different values into ITS program, the influential length of tendons due to anchorage slips can be calculated, and therefore, the anchorage slips could be controlled effectively. With the aid of the ITS program, and with 2 times of adjustment, the sectional prestress in tendon can be controlled precisely with an error less than one tenth percent. Finally a real example of design is simulated to explain the efficacy of this ITS program.
Koutrouvelis, Stergios. "Effects of prestress on strains and deflections in pretensioned beams." Thesis, 2013. http://hdl.handle.net/2152/23580.
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Liu, Irene S. T. "Intermediate crack debonding of plated reinforced concrete beams." 2006. http://hdl.handle.net/2440/37764.
Full textThesis (Ph.D.)--School of Civil and Environmental Engineering, 2006.
Muhammad, Rashid Raizal Saifulnaz. "Shear capacity of fiber reinforced polymer strengthened reinforced concrete beams." 2007. http://hdl.handle.net/2440/57409.
Full textThe major contribution of this thesis is towards the shear capacity and shear failure mechanism of reinforced concrete beams with adhesively bonded transverse near surface mounted fiber reinforced plastic plates. In shear strengthening, there are two forms of plate debonding that interact with each other consisting of intermediate crack debonding that is governed by the axial forces in the plate are induced by shear deformations. This research considers both forms of debonding and in particularl their interaction. -- From abstract.
http://proxy.library.adelaide.edu.au/login?url= http://library.adelaide.edu.au/cgi-bin/Pwebrecon.cgi?BBID=1283733
Thesis (Ph.D.) -- University of Adelaide, School of Civil and Environmental Engineering, 2007