EXPERIMENTS ON STEEL-CONCRETE COMPOSITE BEAMS SUBJECTED TO TORSION AND COMBINED FLEXURE AND TORSION
The results of tests on eight composite beams, four under simple torsion and four under combined flexure and torsion have been discussed with reference to shear connection, ultimate strength in torsion and interaction between torsion and flexure. The results support the view that there is an increase in torsional capacity in the presence of flexure. Increase in flexural capacity beyond the theoretical ultimate strength, in the presence of torsional moment, was also observed. /TRRL/
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Availability:
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Corporate Authors:
Cement Marketing Company of India Limited
Cement House, 121 Maharshi, Karve Road
Bombay 400-020, India -
Authors:
- SINGH, R K
- Mallick, S K
- Publication Date: 1977-1
Language
- English
Media Info
- Features: Figures; References; Tables;
- Pagination: p. 24-30
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Serial:
- Indian Concrete Journal
- Volume: 51
- Issue Number: 1
- Publisher: Associated Cement Companies Limited
- ISSN: 0019-4565
Subject/Index Terms
- TRT Terms: Beams; Composite materials; Concrete; Couplers; Deflection; Failure; Flexure; Reinforced concrete; Shear strength; Steel; Strength of materials; Tests; Torsion; Ultimate strength
- Uncontrolled Terms: Composite beams
- ITRD Terms: 3472: Beam; 3876: Coupling; 5586: Deflection; 5520: Failure; 4794: Reinforced concrete; 5531: Shear; 5544: Strength (mater); 6255: Test; 5512: Torsion
- Subject Areas: Bridges and other structures; Design; Highways; I24: Design of Bridges and Retaining Walls;
Filing Info
- Accession Number: 00163863
- Record Type: Publication
- Source Agency: Transport and Road Research Laboratory (TRRL)
- Report/Paper Numbers: Analytic
- Files: ITRD, TRIS
- Created Date: Dec 27 1977 12:00AM