Steel fiber reinforced self-compacting concrete thin slabs - Experimental study and verification against Model Code 2010 provisions
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- 作者：Luca Facconi1 ; luca.facconi@unibs.it" class="auth_mail" title="E-mail the corresponding author ; Fausto Minelli ; fausto.minelli@unibs.it" class="auth_mail" title="E-mail the corresponding author ; Giovanni Plizzari2 ; giovanni.plizzari@unibs.it" class="auth_mail" title="E-mail the corresponding author
- 关键词：Hybrid reinforced concrete ; Thin slabs ; Fiber reinforced concrete ; Full scale experiments ; High strength steel fibers
- 刊名：Engineering Structures
- 出版年：2016
- 出版时间：1 September 2016
- 年：2016
- 卷：122
- 期：Complete
- 页码：226-237
- 全文大小：3634 K
文摘
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Tests on 8 very thin simply supported slabs reinforced with high strength steel fibers only.
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High capacity of energy absorption by FRC slabs.
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Demonstration of the ability of FRC in providing a ductile response in slender plates.
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Benefits of hybrid reinforced concrete structures containing high strength steel fibers.
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Verification of experimental results against Model Code 2010.