A numerical model to describe the behaviour of confined prestressed concrete beams is presented. The model was developed using the Finite Element Method and it is suitable for the analysis of bonded and unbonded prestressed concrete beams subjected to monotonic short term loading. Numerical results
Analysis of probability of failure of prestressed concrete beams
โ Scribed by P. Chandrasekar; P. Dayaratnam
- Publisher
- Elsevier Science
- Year
- 1975
- Weight
- 524 KB
- Volume
- 10
- Category
- Article
- ISSN
- 0007-3628
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โฆ Synopsis
Probability of Failure Concrete Beams
Paper presents prediction of probability of failure of pre.stressed concrete beams. Probable strengths of basic materials used in the beam are g~enerated as random z,ariables sub/ect to code spec(tfcations and the probability qf failure of the beam is obtained through explicit fi)rmulation. Probability qf.faihlre of beams designed by Indian code of practice and code of American Concrete Institute is illustrated through a set of examples. It is found that the probability q/failure q/'a prestressed concrete beam is very sensitit'e to rariation of steel and less sensitive to the variation in the strength q/'concrete.
๐ SIMILAR VOLUMES
Matraet-The purpose of the laboratory work presented in this paper is to make observations of the behaviour of prestressed concrete beams when loaded in pure torsion. Predictions from theoretical analysisare compared with the actual behaviour of the tested &arm. The comparisons are made with respect