THE SHEAR DESIGN OF IN SITU REINFORCED CONCRETE BEAM-COLUMN JOINTS SUBJECTED TO MONOTONIC LOADING
Research into in situ reinforced concrete joints has been almost exclusively restricted to the study of their behaviour under seismic loading. Different research workers in different parts of the world have used widely differing cyclic loading patterns and this has led to inconsistencies in the proposals put forward for the design of a joint for shear. Even for single-cycle (static or monotonic) loading, there is widespread disagreement on how a joint should be designed. In this paper, a method is proposed for ultimate shear strength design for joints subjected to monotonic loading which gives reliable predictions for an extensive range of test results. A proposal for predicting the serviceability limit state, or the diagonal cracking strength of a joint, which may be necessary for some designs is also given. (Author/TRRL)
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Availability:
- Find a library where document is available. Order URL: http://worldcat.org/issn/00249831
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Corporate Authors:
Cement and Concrete Association
Wexham Spring
Slough SL3 6PL, Buckinghamshire, England -
Authors:
- SARSAM, K F
- Phipps, M E
- Publication Date: 1985-3
Media Info
- Features: Figures; References; Tables;
- Pagination: p. 16-28
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Serial:
- MAGAZINE OF CONCRETE RESEARCH
- Volume: 37
- Issue Number: 130
- Publisher: Thomas Telford Limited
- ISSN: 0024-9831
Subject/Index Terms
- TRT Terms: Beams; Columns; Concrete; Cracking; Design; Durability; Failure; Field tests; Forecasting; Joints; Loads; Material reinforcement; Reinforced concrete; Reinforcing materials; Shear strength; Strength of materials
- Non-Preferred Terms: Serviceability
- Uncontrolled Terms: Concrete cracking; Loading; Reinforced concrete beams
- Old TRIS Terms: Insitu methods; Joint
- ITRD Terms: 3472: Beam; 3434: Bridge pier; 9011: Design (overall design); 5910: Durability; 5520: Failure; 132: Forecast; 6226: In situ; 2998: Joint (structural); 5567: Load; 4794: Reinforced concrete; 3471: Reinforcement (in mater); 5531: Shear; 5544: Strength (mater)
- Subject Areas: Bridges and other structures; Design; Highways; Materials; Planning and Forecasting; I24: Design of Bridges and Retaining Walls; I32: Concrete; I72: Traffic and Transport Planning;
Filing Info
- Accession Number: 00396960
- Record Type: Publication
- Source Agency: Transport Research Laboratory
- Files: ITRD, TRIS
- Created Date: Aug 25 2004 2:39AM