Cracking, deflection and ultimate strength of partiallly stressed concrete beams /
Te primary objective of this experimental investigation was to study flexural cracking behaviour and deflection of partially prestressed post tensioned beams. Fourteen T beams with various combinations of prestressed steel wires adn non prestressed steel bars were tested to failure. Each beam was si...
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| Language: | eng |
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Kuala Lumpur : UTM,
1983
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