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Basic mechanical properties of ultra-high ductility cementitious composites: From 40MPa to 120 MPa

机译:超高塑性水泥基复合材料的基本力学性能:40MPa至120 MPa

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A systematic study of the basic mechanical properties of ultra-high ductility cementitous composites (UHDCC), including the compressive, tensile and shear properties from normal strength to high strength were investigated in present research. The compressive strength of cylinder specimens with diameter of 100 mm and height of 200 mm were in the range of 43-115 MPa. The compressive strain corresponding to the peak stress, the Young's modulus and the Poisson's ratio were calculated. The tensile properties including the peak stress, the strain capacity and the strain energy were obtained as well as the relationships between the aforementioned parameters and the compressive strength. The peak tensile stress and the strain capacity of UHDCC were ranged from 6.2 MPa to 16.5 MPa, and 8.0% to 11.1%, respectively. Additionally, the shear stress-strain curves and the relationship between the shear strength and the corresponding compressive strength were also established. During the whole loading process of direct tensile and shear tests, the crack patterns were monitored by digital image correlation method.
机译:对超高延性水泥基复合材料(UHDCC)的基本力学性能进行了系统的研究,包括从正常强度到高强度的压缩,拉伸和剪切性能。直径为100 mm,高度为200 mm的圆柱试样的抗压强度在43-115 MPa的范围内。计算出与峰值应力,杨氏模量和泊松比相对应的压缩应变。获得了包括峰值应力,应变容量和应变能的拉伸特性,以及上述参数与抗压强度之间的关系。 UHDCC的最大拉伸应力和应变能力分别为6.2 MPa至16.5 MPa和8.0%至11.1%。另外,还建立了剪切应力-应变曲线以及剪切强度与相应的抗压强度之间的关系。在直接拉伸和剪切试验的整个加载过程中,通过数字图像相关方法监视裂纹模式。

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