FIBRE REINFORCED CONCRETE RECTANGULAR MEMBERS UNDER COMBINED BENDING, SHEAR AND TORSION
Abstract eng: Steel fiber reinforced concrete (SFRC) technology has grown over the last three decades into a mature industry in North America and Europe. Its improvements are continually being made by industry to optimize its application. A current need is to consolidate the available knowledge of SFRC and to incorporate it into design code. A method of analysis applicable to SFRC members subjected to combined loading is presented. Well-accepted theory used for designing reinforced concrete members is extended to incorporate the effect of fibers. The derived equations are validated by test results reported by several investigators.
Contributors:
Publisher:
Columbia University in the City of New York
Conference Title:
Conference Title:
15th ASCE Engineering Mechanics Division Conference
Conference Venue:
New York (US)
Conference Dates:
2002-06-02 / 2002-06-05
Rights:
Text je chráněný podle autorského zákona č. 121/2000 Sb.
Record appears in:
Record created 2014-11-19, last modified 2014-11-19
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