排序方式: 共有17条查询结果,搜索用时 0 毫秒
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钢纤维砼的动态本构关系 总被引:1,自引:0,他引:1
在对钢纤维砼冲击动态力学实验研究的基础上,分析了砼材料动态力学行为的应变率敏感的非线性粘弹性和计及损伤的动态本构关系的力学模型和本构特性,从而给出了钢纤维砼的计及损伤演化的率型本构方程,理论预示与实验结果吻合良好。 相似文献
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钢纤维砼的动态本构关系 总被引:1,自引:0,他引:1
在对钢纤维砼冲击动态力学实验研究的基础上,分析了砼材料动态力学行为的应变率敏感的事线性粘弹性和计及损伤的动态本构关系的力学模型和本构特性,从而给出了钢纤维砼的计及损伤演化的率型本构方程,理论预示与实验结果吻合良好。 相似文献
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王礼立 《北京理工大学学报(英文版)》2004,13(3):225-235
How the wave propagation analysis plays a key role in the studies of dynamic response of materials at high strain rates is analyzed. For the wave propagation technique, the followings are important: the loading and unloading constitutive relation presumed, the positions of the sensors embedded, the interactions between loading waves and unloading waves. For the split Hopkinson pressure bar (SI-IPB) technique, the assumption of one-dimensional stress wave propagation and the assumption of stress uniformity along the specimen should be satisfied. When the larger diameter bars are employed, the wave dispersion effects should be considered, including the high frequency oscillations, non-uniform stress distribution across the bar section, increase of rise time, and amplitude attenuation. The stress uniformity along the specimen is influenced by the reflection times in specimen, the wave impedance ratio of the specimen and the bar, and the waveform. 相似文献
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Experimental Study on Common and Steel Fiber Reinforced Concrete Under Dynamic Tensile Stress 总被引:2,自引:0,他引:2
Split Hopkinson technique has been developed to test the strength of common concrete and steel fiber reinforced concrete under dynamic tensile stress. Two types of test methods are considered, the splitting tensile test and a modified spalling test in which a specimen is loaded under uniaxial stress. The result shows that the dynamic strength enhancement of concrete is remarkable by using the reinforcing fiber. But for the common concrete, the base of compressive strength seems to show little effect on the tensile strength under dynamic loading. The experimental results also show that the resistance to tensile fracture of the steel fiber reinforced concrete for C100-mix is higher than those of CAO-mix. 相似文献
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地下工程抗爆防震塌设计动力学机理讨论 总被引:1,自引:0,他引:1
在爆炸载荷下,反射拉应力波是导致混凝土防护结构震塌的主要原因。材料的动态抗拉强度是结构抗爆防震塌设计所必须考虑的主要参量,抑制或减弱拉伸冲击波的强度是防护结构设计的一个重要目标。研究了混凝土和钢纤维增强混凝土的动态力学性能以及它们结构的爆炸震塌响应。试验表明,高强混凝土C100的抗震塌能力还不如普通混凝土C40;加入体积含量2%的钢纤维可有效提高混凝土的强度以及结构的抗震塌能力;而且加入相同含量的钢纤维后,纤维增强C100混凝土的抗震塌能力与增强C40混凝土相比并无明显不同。应用一维应力波理论近似分析,揭示了抗震塌设计的动力学机理,分析表明,"三明治"复合层结构可以有效提高结构的抗震塌能力,此分析为设计具有更好抗爆能力的防护工程提供了科学依据。 相似文献
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The wave dispersion due to the lateral inertia in the split Hopkinson pressure bar(SHPB) with largediameter bar is numerically analyzed by means of the LS-DYNA3D code. The results show that, ① the stress distribution across the bar section is non-uniform along the radius direction and such non-uniformity depends on the material Poisson ratio and propagation distance; ② with increasing the bar diameter, the high frequency oecillations are notably enhanced and the rise time of wave front becomes longer, meanwhile the amplitude of the stress wave attenuates; ③ with decreasing the rise time of wave front, the wave dispersion markedly enhanced, particularly in the large diameter bar. All of those effects should not be neglected in order to obtain accurate results by the SHPB test. 相似文献
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