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- The design of Steel Fiber Reinforced Concrete Segments was analyzed in this paper. 本文对钢纤维混凝土管片的设计进行了系统性分析。
- Fiber hybridizing and curve angle of the flexible fiber reinforced concrete is very important for dynamic energy loss. 纤维混杂以及波纹纤维的曲线角对其动力耗散有重要的作用。
- And air-entraining agent increases impermeability of hybrid fiber reinforced concrete. 引气剂有助于提高混杂纤维混凝土的抗渗性。
- When the electrothermal layer of carbon fiber reinforced concrete (CFRC) is bonded with the ordinary concrete layer, thermal stress may bright out. 当碳纤维水泥基复合材料（CFRC）电热层与混凝土层固定在一起并且通电使之发热时，电热层的热膨胀受到限制将会产生热应力。
- Yuan, H.Q., Chen, J.T., Zhu, J.D.Experimental study of layered hybrid fiber reinforced concrete on mechanical properties [J]. 袁海庆;朱继东;陈景涛.;层布式混杂纤维对混凝土力抗弯性能的改善及其在路面设计中的应用[J]
- Lightweight aggregate carbon fiber reinforced concrete‘s complete curves of stress-strain relationship was drawn by RMT. 4. 3、试验得出了轻骨料碳纤维混凝土的单轴受压时的应力应变全曲线。
- Based on the strain equivalent principle, anelastic-plastic damage model of steel fiber reinforced concrete is proposed. 根据钢纤维混凝土在反复荷载下的弹塑性变形规律,从应变等价性原理出发,提出了弹塑性损伤模型;
- The paper mainly studies the effect on Carbon Fiber Reinforced Concrete's (CFRC) conductivity of age, strength, water ratio and carbon fiber. 本文主要研究了龄期、强度、含水量以及纤维种类和掺量对碳纤维混凝土导电性能的影响。
- Based on the comparison of ASTM-C1018 and JSCE-SF4 toughness analysis methods,a new toughness index of the fiber reinforced concrete is defined by Nemkumar. 通过与ASTM-C1018和JSCE-SF4两种韧性分析方法的比较,Nemkumar等定义了新的纤维混凝土韧性指标。
- Using this property,carbon fiber reinforced concrete can be used as a kind of temperature sensor and self-diagnose the temperature of airfield runways or bridge deck. 利用这一性质，可将碳纤维混凝土制作成温度传感器，用于特殊混凝土路面结构的温度自诊断检测。
- Based on the characteristics of T-section,the calculating model of the crack-resis-tant capacity of steel fiber reinforced concrete beams with T-section is established. 根据T形截面的特点,建立钢筋钢纤维混凝土T形截面梁的正截面抗裂计算模型,通过理论分析研究正截面抗裂的计算公式,并对计算公式中的钢纤维混凝土塑性影响系数进行了探讨。
- Beam test of carbon fiber reinforced concrete (CFRC) was done. vaviation rule of electric resistance of CFRC bending specimen under different loading conditions was discussed. 摘要对CFRC抗弯试件进行了试验分析，探讨了不同载荷工况下CFRC抗弯试件的电阻变化规律。
- As a new kind of compound material, Steel Fiber Reinforced Concrete (SFRC) is now widely used in civil engineering for its superior ductility and impulsion resistance. 钢纤维混凝土是一种新型的复合材料，因为其延性大、抗冲击性能强的特点而被广泛地应用于土木工程结构物中。
- And the relation between maturity and the strength of steel fiber reinforced concrete is explored firstly, establishing the homologous empirical formula. 并就成熟度与钢纤维混凝土强度之间的关系进行了初步的探索，建立了相应的经验公式。
- The BP neural network is established to predict the compressive strength,the flexural strength,the tensile strength and the shear strength of steel fiber reinforced concrete at minus temperature. 利用BP网络对负温钢纤维混凝土的实验所得到的抗压强度、抗折强度、抗拉强度、抗剪强度进行了仿真预测。
- Based on the traditional crack theory of reinforced concrete (RC) beams, the crack width prediction for RC beams strengthened with carbon fiber reinforced polymer (CFRP) sheets is studied. 摘要根据传统的钢筋混凝土裂缝宽度计算理论，对CFRP布加固混凝土梁的裂缝宽度计算方法进行了分析研究。
- In this paper, a model with double factors and double parameters for calculating tensile strength of steel fiber reinforced concrete (SFRC) is established on the basis of composite material mechanics. 摘要基于复合材料力学理论，建立了双因素、双参数的钢纤维混凝土抗拉强度普适计算模式。
- The regularity of elastic stress self-monitoring of carbon fiber reinforced concrete (CFRC) beams is studied based on the compression-sensitivity of CFRC material by using two-probe method. 摘要基于碳纤维混凝土材料的压力机敏性，采用两电极法研究了CFRC梁构件弹性应力自监测的规律。
- Based on tension-compression and bending equivalencies, an equivalent single material plate element was formed for bridge deck of composite girder with steel fiber reinforced concrete and steel. 基于拉压等效与弯曲等效方法,提出了钢纤维混凝土与钢结合梁桥面板换算为单一材料等效板单元的计算模式,导出了等效板单元的厚度和弹性模量的计算式。
- The Influence Regularity of steel fiber adding ways on flexural strength of SFRC (Steel Fiber Reinforced Concrete) is discussed through experimental study and academic analysis in this paper. 通过试验与理论分析，研究了钢纤维掺加方式对纤维混凝土抗折强度的影响规律。
