| 钢纤维混凝土设计强度的计算模式 |
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| 引用本文： | 黄承逵 赵国藩. 钢纤维混凝土设计强度的计算模式[J]. 大连理工大学学报, 1991, 31(5): 585-591 |
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| 作者姓名： | 黄承逵 赵国藩 |
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| 作者单位： | 大连理工大学土木工程系，大连理工大学土木工程系 |
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| 摘 要： | 根据复合材料强度理论和钢纤维混凝土强度试验规律，给出了钢纤维混凝土抗拉 强度和抗折强度的计算模式。用数理统计方法确定了计算模式中的待定参数，从而得 出适用于设计的与普通混凝土相衔接的钢纤维混凝土强度计算公式。
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| 关 键 词： | 钢纤维混凝土 抗拉强度 抗折强度 |
Calculation models for design strength of steel fibre reinforced concrete |
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| Huang Chengkui,Zhao Guofan. Calculation models for design strength of steel fibre reinforced concrete[J]. Journal of Dalian University of Technology, 1991, 31(5): 585-591 |
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| Authors: | Huang Chengkui Zhao Guofan |
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| Abstract: | The calculation models for tensile strength and modulus of rupture of steel fibre reinforced concrete (SFRC) are given based on the theory on composite material strength and the experimental observations of SFRC, the parameters unfixed in the models are solved by means of statistical method,therefore the equations of tensile strength and modulus of rupture of SFRC are established which will be used in design and are concordant with that of plain concrete. |
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| Keywords: | tensile strength flexural strength influence factors/steel fibers reinforced concrete |
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