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Rebound Hammer Tests of High-Strength Concrete: Effects of Internal Stress and the Shape of the Impact Area of the Test Specimens on the Measurement Results

机译：高强度混凝土的反弹锤试验：内应力的影响和试样对测量结果的影响面积的形状

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Jiri Brozovsky; Lenka Bodnarova; Jiri Brozovsky jr;
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1. High-strength concrete - NDT with rebound hammer: influence of aggregate on test results [J] . Jiri Brozovsky Nondestructive Testing and Evaluation . 2014,第3期

机译：高强度混凝土-带回弹锤的NDT：骨料对测试结果的影响
2. Specimen shape and size effects on the concrete compressive strength under static and dynamic tests [J] . Li Mei, Hao Hong, Shi Yanchao, Construction and Building Materials . 2018,第FEBa10期

机译：静态和动态试验中试样的形状和尺寸对混凝土抗压强度的影响
3. Drop-Weight Impact Test on U-Shape Concrete Specimens with Statistical and Regression Analyses [J] . Han Zhu, Hao-Ran Li, Jorge de Brito, Materials . 2015,第9期

机译：基于统计和回归分析的U型混凝土试样的落锤冲击试验
4. Rebound Hammer Tests of Calcium Silicate Bricks – Effects of Internal Compressive Stress on Measurement Results [C] . Jiri Brozovsky International Conference on Materials Science and Mechanical Engineering . 2014

机译：钙硅酸钙砖的反弹锤试验 - 内部压缩应力对测量结果的影响
5. Service life prediction of concrete: Considerations of specimen conditioning and testing methods on the measurement of porosity and diffusion coefficient of chloride. [D] . Bu, Yiwen. 2014

机译：混凝土的使用寿命预测：考虑样本调节和测试方法对氯化物的孔隙率和扩散系数的测量。
6. Drop-Weight Impact Test on U-Shape Concrete Specimens with Statistical and Regression Analyses [O] . Xue-Chao Zhu, Han Zhu, Hao-Ran Li 2015

机译：基于统计和回归分析的U型混凝土试样的落锤冲击试验
7. On the Chary Impact Testing of Rigid Plastics : 3rd Report, Effects of the Notch Shapes of Test Specimen on the Charpy Impact Value of Rigid PVC Plates [O] . Yukio UEMURA 1974

机译：关于刚性塑料的Chary Change检测：第3次报告，试样对刚性PVC板夏比撞击值的凹口形状的影响
8. Measurements of Stress and Strain on Cylindrical Test Specimens of Rock and Concrete under Impact Loading [R] . Mellinger, F. M., Birkimer, D. L. 1966

机译：冲击载荷下岩石与混凝土圆柱试件的应力应变测量

Rebound Hammer Tests of High-Strength Concrete: Effects of Internal Stress and the Shape of the Impact Area of the Test Specimens on the Measurement Results

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