Post-cracking ductility of fibre reinforced concrete linings in combined bending and compression

It is often assumed that the post-crack ductility of Fibre Reinforced Concrete (FRC) and Shotcrete (FRS) is wholly defined by the result obtained in a standard flexural performance test such as ASTM C1609/C1609M or EN14651. However, the results revealed by these tests are only valid for the case of...

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Bibliographic Details
Published inTunnelling and underground space technology Vol. 76; pp. 1 - 9
Main Authors Gilbert, Raymond Ian, Bernard, Erik Stefan
Format Journal Article
LanguageEnglish
Published Oxford Elsevier Ltd 01.06.2018
Elsevier BV
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