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Fatigue of small reinforced concrete beams with end-anchored reinforcementNoory-Koopaee, Abolfazl January 2010 (has links)
Typescript, etc. / Digitized by Kansas Correctional Industries
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Crack growth measurement and fracture toughness of plain concrete beamsJones, Gary Lee January 2011 (has links)
Includes photographs. / Digitized by Kansas Correctional Industries
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The structural behavior of higher strength concreteHiremagalur, Narayan Babu D. January 1985 (has links)
Call number: LD2668 .T4 1985 H57 / Master of Science
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PERFORMANCE CRITERIA FOR REINFORCED CONCRETE BEAM-COLUMN CONNECTIONS.Yacoub, Mohamad Toufic, 1957- January 1986 (has links)
No description available.
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Stress intensity values for prenotched and precracked, plain concrete beamsFartash, Mojtaba January 2011 (has links)
Typescript (photocopy). / Digitized by Kansas Correctional Industries
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Behaviour of partially prestressed concrete structures under fatigue loading / by Moo-Heck FooFoo, M. H. January 1986 (has links)
One microfiche in pocket / Bibliography: leaves 329-354 / xxiv, 354 leaves : ill ; 30 cm. / Title page, contents and abstract only. The complete thesis in print form is available from the University Library. / Thesis (Ph.D.)--University of Adelaide, 1986
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An investigation of the strain in reinforced-concrete beams of unusual depth / Reinforced concrete beamsGilkison, G. M. (Gordon Mercer), Millard, R. W. January 1909 (has links)
Thesis: B.S., Massachusetts Institute of Technology, Department of Mechanical Engineering, 1909 / by G.M. Gilkison, R.W. Millard. / B.S. / B.S. Massachusetts Institute of Technology, Department of Mechanical Engineering
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Analysis of a reinforced concrete beam in torsionStuart, William Aurand January 1964 (has links)
Eight reinforced concrete beams with two different concrete strengths and four different schemes of reinforcing were tested to failure in pure torsion. SR⁻⁴ strain gages were used to measure the concrete strains at the surface of the test beams.
A review of analytical and experimental studies in the literature is presented and briefly discussed. The test results were then compared with the theoretical predictions developed by Cowan, Ernst and Gesund.
In general the failure surface of the test beams agreed with those previously predicted. The test ultimate torque varied considerably from the predicted ultimate torque of Cowan and Gesund. Ernst’s basic equation was modified to compensate for less than the minimum longitudinal reinforcement in four of the beams. With this modification Ernst’s theoretical predictions were very close to the test results.
A study of the test results also shows that one of the presented theories is valid for one particular case, but that none of the theories is valid for every case. Consequently, there is a need for further research in this subject in order to develop a more exact theory for use in design. / Master of Science
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Flange effectiveness in the resistance of shear on RC T-beams subjected to point loadsGiaccio, Craig, 1974- January 2003 (has links)
Abstract not available
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