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- In this paper,the flexural-tensile strength of layered steel fiber reinforced concrete was studied,and its reinforcement mechanism was analyzed briefly. 对层布式钢纤维混凝土的弯拉强度进行了试验研究,并对其增强机理做出了简要的分析。
- steel fiber reinforcement concrete 钢纤维混凝土
- 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。
- The research results also indi-cate that the steel fiber reinforced centrifugal concrete pipe has better durability. 研究还表明,离心钢纤维混凝土管具有较好的耐久性。
- The experimental results show that steel fiber reinforced self-stressing concrete can significantly increase the cracking load of penstock. 试验结果表明,钢纤维自应力混凝土能够明显地提高压力管道的抗裂承载力。
- 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;
- Based on the direct tension test, the characteristics of tension stress-strain full curves of steel fiber reinforced self-stressing concrete were investigated. 摘要通过直接拉伸试验研究了不同自应力等级下的钢纤维自应力混凝土的受拉应力-应变全曲线特征。
- 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。
- The experimental results can provide useful information for studying on the steel fiber reinforced lightweight aggregate concrete and applying it in the future. 本文的试验结果可为钢纤维轻骨料混凝土今后的研究和工程应用提供有益的资料。
- 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 construction of the wall of anode roasting furnace with steel fiber reinforced refractory precast block instead of traditional small special shape brick is introduced in the paper. 预焙阳极焙烧炉炉墙采用钢纤维增强浇注料预制块替代传统的小块异型砖,在国内尚属首次。
- 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。
- 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。
- 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。
- steel fiber reinforced concrete(SFRC) 钢纤维混凝土
- steel fiber reinforced siliceous concrete 硅粉钢纤维
- SFRC(steel fiber reinforced concrete) 钢纤维混凝土
- Based on the axial tension test results of 20 concrete members reinforced with steel bars and fibers, the axial forces and stress were analyzed of steel fiber reinforced concrete (SFRC) members. 摘要根据20根钢筋钢纤维混凝土轴拉构件的试验结果,分析了钢筋钢纤维砼轴拉构件在受力变形过程中,钢纤维的掺量对构件性能的影响。