Structural Behavior of Tension Members in Ultra High Performance Concrete

The paper presents a study on the tensile behavior of UHPC conducted at the structural concrete laboratory at the Swiss Federal Institute of Technology in Lausanne (EPFL). Material tests and tests on structural members with reinforcement bars have been performed. A schematic representation of the material behavior allows a general description of the behavior of structural members in tension. The mechanical behavior for tension members and a simple model are presented.


Published in:
International Symposium on Ultra High Performance Concrete
Presented at:
International Symposium on Ultra High Performance Concrete
Year:
2004
Publisher:
Kassel, , International Symposium on Ultra High Performance Concrete
Keywords:
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 Record created 2007-09-12, last modified 2018-11-26

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