Spelling suggestions: "subject:"pressed concrete teams""
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Strain energy capacity of prestressed concrete beams.Kwei, Chi-shun, Gibson, January 1978 (has links)
Thesis--M. Phil., University of Hong Kong, 1978. / Errata slip inserted.
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Cracking and deformation characteristics of concrete beams with prestressed concrete reinforcementAbeyruwan, Helarisi. January 1984 (has links)
published_or_final_version / Civil Engineering / Master / Master of Philosophy
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A study of over-reinforced concrete continuous beams subjected to uniform loads /Bapat, Chandrashekhar Narayan. January 1982 (has links)
No description available.
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Bond behavior of prestressed reinforcement in beams constructed with self-consolidating concreteLevy, Kelly Rebecca, January 2007 (has links) (PDF)
Thesis (M.S.)--Auburn University, 2007. / Abstract. Vita. Includes bibliographic references (ℓ. 202-207)
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Direct design of reinforced and partially prestressed concrete beams for combined torsion, bending and shearAlnuaimi, Ali Said Mohammed. January 1999 (has links)
Thesis (Ph.D.) - University of Glasgow, 1999. / Ph.D. thesis submitted to the Department of Civil Engineering, University of Glasgow, 1999. Print version also available.
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Evaluation of self-consolidating concrete for use in prestressed girder applicationsRoberts, James Benson, Schindler, Anton K. January 2005 (has links) (PDF)
Thesis(M.S.)--Auburn University, 2005. / Abstract. Vita. Includes bibliographic references (p.195-207).
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A new ultimate limit state approach to the design of prestressed concrete beamsHallam, Grant Robert January 1990 (has links)
The present approach to the design of prestressed beams is antiquated and time consuming. Neither SLS or ULS requirements are satisfied directly. There is a need for a new approach using plastic principles to design the prestressing requirements at ULS considering a whole span at a time, with checks made for SLS requirements afterwards. For a plastic design, the designer would need to know the limits of the bending moment redistribution for the beam under consideration. An equation is therefore necessary to assist the designer in this regard. Such an equation should take into account the cross-section shape of the beam and the prestress to reinforcing steel ratios. Many examples would have to be investigated using a rigorous plastic analysis to formulate such an equation. A computer program has been written as part of this thesis to perform such a rigorous analysis. It's accuracy has been evaluated by comparison with laboratory test beam results. The comparison was favourable, although more results would have to be compared to establish the accuracy that could be expected. A few examples were investigated and the observations noted. Two extreme cases were examined, those of a T-beam and I-beam. The redistribution of bending moments was similar in both cases, but the percentage of the central moment capacity reached was considerably less for the T-beam. For both beams it was impossible to reach the ultimate capacity at the centre before the strain capacity at the supports was exhausted. It was concluded that a plastic design procedure should be introduced, based on the ULS capacity of a span at a time. SLS requirements could then be checked afterwards. This approach would provide a design procedure corresponding to those used for other forms of modern structural design and would be much quicker, safer, more accurate and less costly that the existing design procedures.
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A study of over-reinforced concrete continuous beams subjected to uniform loads /Bapat, Chandrashekhar Narayan. January 1982 (has links)
No description available.
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The effects of partial prestressing on newly cast Haydite beamsRiddell, John DeWitt. January 1955 (has links)
Call number: LD2668 .T4 1955 R54 / Master of Science
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Inelastic deformation of prestressed concrete beams劉彥良, Lau, Yin-lang, Clement. January 1969 (has links)
published_or_final_version / Civil Engineering / Master / Master of Science in Engineering
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