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- Splitting tensile modulus 劈裂模量
- H4 composite had a better tensile modulus. 拉伸模数H4组成为最佳。
- The tensile strength for cast of the formula is 107.4MPa and the tensile modulus 4.05GPa. 配方浇铸体的拉伸强度为 10 7.;4MPa;拉伸模量为4
- Furthermore, the bond splitting tensile strength increases with addition of steel fiber volume fraction. 在一定范围内,随钢纤维体积率的增加,钢纤维混凝土与老混凝土粘结劈拉强度明显提高。
- The tensile strength decreases and the tensile modulus increases after the carbonized PAN-CF is graphitized. 与炭化样品相比,PAN-CF石墨化后的拉伸强度减小,拉伸模量增大;
- The result demonstrates that the roughness of old concrete and adhesive agent have important influence on bond splitting tensile strength. 结果表明,老混凝土表面粗糙度、界面剂对粘结强度有较大影响。
- The tensile modulus of the nano-meter composites prepared from No. 2 LDH and PA6 was 26.8% higher than that of pure PA6. 其中2号水滑石与尼龙6复合后拉伸模量与尼龙相比提高了26.;8%25。
- The tensile strength,bending strength,impact strength,tensile modulus of elasticity and bending modulus of elasticity were determined. 测试了塑木板材的拉伸强度、弯曲强度、冲击强度、拉伸弹性模量、弯曲弹性模量等力学性能;
- The influence of sodium hexametaphosphate and curing condition on the splitting tensile strength and microstructure of high aluminous cement CBC materials was studied. 研究了六偏磷酸钠以及养护条件对高铝水泥CBC材料劈裂抗拉强度和显微结构的影响。
- From the result of optimum, the higher splitting tensile strength is maim from the fiber amount of HPC, and connected with the coupling of other ingredients. 由配比优化结果可知,抗拉强度的提高主要受碳纤维掺量的影响,同时与其它因素的交互作用有密切关系。
- With the content of 5%wt ultrafine calcium carbonate, tensile strength of PP is 33.68MPa, tensile modulus is 1.38GPa, izod impact strength is 9,38KJ/m2. 超细碳酸钙改性聚丙烯时,在5%25wt左右力学性能达到最佳,拉伸强度可以达到33.;68MPa,弹性模量可以达到1
- Discreteness of splitting tensile strength of marble is very great and it is influenced by the factors such as heterogeneous,splitting type and size effect and so on. 大理岩劈裂抗拉强度具有较大的离散性;并受非均质性、劈裂形式及尺寸效应等多种因素影响.;采用钢丝垫条形式的大理岩劈裂抗拉强度离散度小于采用钢平板形式的离散度;
- A series of splitting tensile tests were conducted by using an INSTRON testing system to investigate the effect of cement-tailings ratio on the properties of backfill. 摘要应用INSTRON刚性伺服试验机对不同灰砂比的充填体进行了劈拉试验,测得荷载-位移和应力-应变全曲线。
- Tensile strength , tensile modulus at 300% , hardness ect became better when the epoxide degree is higher . Elongation at break of EBR is much better than BR . Themechanical properties of EBR-30 approachs BR . EBR硫化胶的拉伸性能、300%25定伸应力、硬度等物性指标随环氧值的增加而升高,而扯断伸长率则远远高于BR,EBR-30物性指标接近BR。
- When the contents of KH550-treated attapulgite and EOC-g-MAH is 10% and 15% respectively,compared with crude EOC,100% tensile modulus,tensile strength and tear strength of AT/EOC composites increase by 104%,65%,25% respectively. 当经KH5 5 0处理的凹凸棒石为 10份 ,接枝率为 0 89%25的EOC g MAH为 15份时 ,复合材料的 10 0%25拉伸模量、拉伸强度和撕裂强度分别比EOC弹性体提高 10 4%25、65%25、2 5%25。
- The results indicate that both of the two kinds of fibers can improve the flexural tensile strength and the splitting tensile strength of the normal concrete,while the effect of glas. 试验表明,玻璃纤维和聚丙烯纤维均能提高普通混凝土的抗折强度和劈拉强度,但玻璃纤维的效果优于聚丙烯纤维。
- The effect of the nano-meter Ti-alloy particle on the tensile modulus, tensile strength, elongation at break, notched impact strength and yield strength of the compositie was also studied. 研究了钛合金粉体对复合材料拉伸模量、拉伸强度、断裂伸长率、冲击强度及屈服强度的影响。
- The test results show that hybrid fibers increase concrete's compressive strength, splitting tensile strength and flexural strength, but it have little effect on concrete's impermeability. 结果表明,混杂纤维可以提高混凝土的抗压强度、劈拉强度和抗折强度,但对混凝土抗渗性能影响不大。
- The results showed that with the increase of heat treatment temperature,both the carbon content and tensile modulus of carbon fibers were enhanced,however the linear density decreased. 试验结果表明,随着热处理温度的提高,炭纤维线密度下降,微晶层间距缩小,碳含量、微晶尺寸和拉伸模量得以提高。
- The longitudinal tensile strength and the longitudinal tensile modulus of elasticity were investigated for moso bamboo (Phyllostachys pubescens) at different heights and radial positions. 将毛竹轴向分段(4段)、径向分层(6层)取样,研究其顺纹抗拉弹性模量和顺纹抗拉强度的变异规律,顺纹抗拉性质与气干密度之间的关系。
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