A bibliography on the analytical model of the mechanical behaviour in uniaxial tension of fibre concrete: Application to concrete reinforced with fibres and powders from recycling of thermoset composite materials

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• 作者：Mahfoud Benzerzour^a ; Nassim Sebaibi^b ; ^{nassim.sebaibi@hotmail.fr} ; Walid Maherzi^a ; Nor Edine Abriak^a ; Yahya Sebaibi^c
• 关键词：First cracking concrete ; Multi-cracking concrete ; Fibres orientation ; Modelling behaviour ; Fibre active in cracking
• 刊名：Construction and Building Materials
• 出版年：2017
• 出版时间：30 January 2017
• 年：2017
• 卷：131
• 期：Complete
• 页码：214-228
• 全文大小：1588 K
• 卷排序：131

文摘

Local bending of fibres at an angle β increases the stability of fibres to pullout. The tensile strength of FRCs is obtained with a fibre orientation from 42° to 55°. The best post-peak response would be obtained with an orientation of 42–55°.