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THE INVESTIGATION ON DYNAMIC FRACTURE BEHAVOUR OF MATERIALS UNDER COMPRESSIVE-SHEAR COMBINED STRESS WAVES
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作者 马维 段祝平 《Acta Mechanica Sinica》 SCIE EI CAS CSCD 2000年第4期335-346,共12页
In this paper,an improved plate impact experimental technique is presented for studying dynamic fracture mechanism of materials,under the conditions that the impacting loading is provided by a single pulse and the loa... In this paper,an improved plate impact experimental technique is presented for studying dynamic fracture mechanism of materials,under the conditions that the impacting loading is provided by a single pulse and the loading time is in the sub-microsecond range.The impacting tests are carried out on the pressure-shear gas gun.The loading rate achieved is dK/dt~10~8 MPam^(1/2)s^(-1).With the elimination of influence of the specimen boundary,the plane strain state of a semi-infinite crack in an infinite elastic plate is used to simulate the deformation fields of crack tip. The single pulses are obtained by using the 'momentum trap'technique.Therefore, the one-time actions of the single pulse are achieved by eradicating the stress waves reflected from the specimen boundary or diffracted from the crack surfaces.In the current study,some important phenomena have been observed.The special loading of the single pulse can bring about material damage around crack tip,and affect the material behavior,such as kinking and branching of the crack propagation.Failure mode transitions from mode Ⅰ to mode Ⅱ crack are observed under asymmetrical impact conditions.The mechanisms of the dynamic crack propagation are consistent with the damage failure model. 展开更多
关键词 single pulse compressive-shear combined stress wave pressureshear gas gun
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天津软土地基抗剪强度随固结变形增长的计算(有效固结压力法)
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作者 朱晓东 《天津建设科技》 2002年第4期31-33,共3页
通过野外试验路长达两年的监测,分析了软土地基中孔隙水压力的变化情况,运用有效固结压力法,首次获得软土地基中增长的抗剪强度。
关键词 天津 软土地基 抗剪强度 计算 孔隙水压力 有效固结压力 增长
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