Zobrazeno 1 - 7
of 7
pro vyhledávání: '"Renaud Franssen"'
Autor:
Boyan I. Mihaylov, Renaud Franssen
Publikováno v:
Structural Concrete. 24:956-971
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::a5698fc44aaa87e96dcddb0cedb5f703
https://doi.org/10.1002/suco.202100633
https://doi.org/10.1002/suco.202100633
Publikováno v:
ACI Structural Journal. 118
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::ee2afab24facb2086ef3493c9fe1733b
https://doi.org/10.14359/51732825
https://doi.org/10.14359/51732825
Publikováno v:
Engineering Structures. 238:112179
Ultra-high performance fiber-reinforced concrete (UHPFRC) possesses excellent mechanical properties and durability. The steel fibers in the concrete result in significant post-cracking tensile resistance and enhanced crack control. However, while UHP
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::c2ab7f6feaaeefbec8f2ea8b6fc4b3cc
https://doi.org/10.1016/j.engstruct.2021.112179
https://doi.org/10.1016/j.engstruct.2021.112179
Autor:
Boyan Mihaylov, Renaud Franssen
Publikováno v:
Engineering Structures. 152:370-380
Heavily-loaded short coupling beams with large amounts of transverse reinforcement fail in sliding shear or diagonal compression under the complex interaction between shear and flexure. These failure modes often occur after yielding of the flexural r
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::919edc78aba5b1f5d37d53e3f76dc00a
https://doi.org/10.1016/j.engstruct.2017.09.024
https://doi.org/10.1016/j.engstruct.2017.09.024
Autor:
Boyan Mihaylov, Renaud Franssen
Publikováno v:
fib Bulletin 85. Towards a rational understanding of shear in beams and slabs
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::f289eab300fe345c286bf83adbbca549
https://doi.org/10.35789/fib.bull.0085.ch18
https://doi.org/10.35789/fib.bull.0085.ch18
Publikováno v:
MATEC Web of Conferences, Vol 199, p 09001 (2018)
The maintenance of large aging infrastructure across the world creates serious technical, environmental, and economic challenges. Ultra-high performance fibre-reinforced concretes (UHPFRC) are a new generation of materials with outstanding mechanical
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::bf8b8de712ae132ff659a33456f7dd60
https://doaj.org/article/059ef9e2498244b1ab8d6300e7ffc8ce
https://doaj.org/article/059ef9e2498244b1ab8d6300e7ffc8ce
Macro-Kinematic Approach for Shear Behaviour of Short Coupling Beams with Conventional Reinforcement
Autor:
Renaud Franssen, Boyan Mihaylov
Publikováno v:
High Tech Concrete: Where Technology and Engineering Meet ISBN: 9783319594705
Short coupling beams in wall structures work predominantly in shear and develop complex deformation patterns. For this reason they cannot be modelled based on the classical plane-sections-remain-plane hypothesis, and are typically designed with strut
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::4bca12a8dca8ca024e2550028a0508cd
https://doi.org/10.1007/978-3-319-59471-2_133
https://doi.org/10.1007/978-3-319-59471-2_133