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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Published in | Tunnelling and underground space technology Vol. 76; pp. 1 - 9 |
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Main Authors | , |
Format | Journal Article |
Language | English |
Published |
Oxford
Elsevier Ltd
01.06.2018
Elsevier BV |
Subjects | |
Online Access | Get full text |
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