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Paper VI.1

Second Stage Concrete Stress Analysis Around a Pelton Turbine

E.C. Kalkani* and A. Nicolopoulos+

*National Technical University of Athens, Greece
+Public Poser Corporation, Athens, Greece

doi:10.4203/ccp.9.6.1

E.C. Kalkani, A. Nicolopoulos, "Second Stage Concrete Stress Analysis Around a Pelton Turbine", in B.H.V. Topping, (Editor), "Proceedings of the Fourth International Conference on Civil and Structural Engineering Computing", Civil-Comp Press, Edinburgh, UK, pp 183-189, 1989. doi:10.4203/ccp.9.6.1

Abstract

The stress analysis of the second-stage concrete around a 6-jet Pelton distributor is presented considering simplified assumptions. A plane-frame finite-element model is used to analyse the structural system o f the distributor, the encasing concrete and the confining rock. Forces acting on the distributor and their effect on the second-stage concrete are approximately estimated. Tile displacements and forces in the second-stage concrete are evaluated for the put-pose of designing the required reinforcement.

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Front Page Browse CCP CSETS CTR IJRT Other Authors Search Purchase Guide FAQ Contact us	Civil-Comp Proceedings ISSN 1759-3433 CCP: 9/10 PROCEEDINGS OF THE FOURTH INTERNATIONAL CONFERENCE ON CIVIL AND STRUCTURAL ENGINEERING COMPUTING Edited by: B.H.V. Topping Paper VI.1 Second Stage Concrete Stress Analysis Around a Pelton Turbine E.C. Kalkani* and A. Nicolopoulos+ *National Technical University of Athens, Greece +Public Poser Corporation, Athens, Greece doi:10.4203/ccp.9.6.1 purchase the full-text of this paper Full Bibliographic Reference for this paper E.C. Kalkani, A. Nicolopoulos, "Second Stage Concrete Stress Analysis Around a Pelton Turbine", in B.H.V. Topping, (Editor), "Proceedings of the Fourth International Conference on Civil and Structural Engineering Computing", Civil-Comp Press, Edinburgh, UK, pp 183-189, 1989. doi:10.4203/ccp.9.6.1 Abstract The stress analysis of the second-stage concrete around a 6-jet Pelton distributor is presented considering simplified assumptions. A plane-frame finite-element model is used to analyse the structural system o f the distributor, the encasing concrete and the confining rock. Forces acting on the distributor and their effect on the second-stage concrete are approximately estimated. Tile displacements and forces in the second-stage concrete are evaluated for the put-pose of designing the required reinforcement. purchase the full-text of this paper (price £20) go to the previous paper go to the next paper return to the table of contents return to the book description purchase this book (price £78 +P&P)
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