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Experimental Investigation on the Quasi-Static Tensile Capacity of Engineered Cementitious Composites Reinforced with Steel Grid and Fibers

机译：用钢栅极和纤维加固工程水泥复合材料准静态拉伸能力的实验研究

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1. Uniaxial Tensile Stress-Strain Behavior of Carbon-Fiber Grid-Reinforced Engineered Cementitious Composites [J] . Zhu Zhong-Feng, Wang Wen-Wei, Harries Kent A., Journal of Composites for Construction . 2018,第6期

机译：碳纤维网格增强工程水泥基复合材料的单轴拉伸应力-应变行为
2. Experimental Investigation on polymer fiber reinforced engineered cementitious composites under Flexural and Shear Loading [J] . M. Siva International Journal of Applied Engineering Research . 2018,第5aPta4期

机译：弯曲和剪切载荷下聚合物纤维增强工程化水合复合材料的实验研究
3. A modified model for predicting cyclic stress-strain relationship of fiber reinforced polymer grid reinforced engineered cementitious composites [J] . Zhu Zhong-Feng, Wang Wen-Wei, Yin Shi-Ping, Structural concrete . 2021,第1期

机译：一种改进模型，用于预测纤维增强聚合物栅格增强工程水泥复合材料的循环应力 - 应变关系
4. STRAIN RATE EFFECT ON THE TENSILE BEHAVIOR OF HOOKED STEEL FIBER AND POLYAMIDE FIBER REINFORCED CEMENTITIOUS COMPOSITES [C] . Sangkyu Lee, Gyuyong Kim, Euichul Hwang, International Conference on Construction Materials-Performance, Innovations, and Structural Implications;Japan Concrete Institute . -1

机译：应变率对钩钢纤维和聚酰胺纤维增强水泥复合材料的拉伸行为的影响
5. Strain rate effect on high performance fiber reinforced cementitious composites using slip hardening high strength deformed steel fibers. [D] . Kim, Dong joo. 2009

机译：滑移硬化高强度变形钢纤维对高性能纤维增强水泥基复合材料的应变率效应。
6. Experimental Investigation on the Quasi-Static Tensile Capacity of Engineered Cementitious Composites Reinforced with Steel Grid and Fibers [O] . Liang Li, Wenli Liu, Jun Wu, 2019

机译：钢网和纤维增强工程胶凝复合材料准静态抗拉能力的试验研究
7. Mechanical interaction of Engineered Cementitious Composite (ECC) reinforced with Fiber Reinforced Polymer (FRP) rebar in tensile loading. [O] . Lárusson Lárus Helgi, Fischer Gregor, Jönsson Jeppe 2010

机译：纤维增强聚合物（FRp）钢筋增强工程水泥基复合材料（ECC）在拉伸载荷下的力学相互作用。

Experimental Investigation on the Quasi-Static Tensile Capacity of Engineered Cementitious Composites Reinforced with Steel Grid and Fibers

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