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A MICROMECHANICAL FRAMEWORK WITH AGGREGATE-MASTIC INTERFACE EFFECT FOR PREDICTING UNIAXIAL COMPRESSION CREEP OF ASPHALT MIXTURE 被引量:5
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作者 Jun Wu Xinhua Yang Fan Bai 《Acta Mechanica Solida Sinica》 SCIE EI CSCD 2014年第3期306-314,共9页
According to the elastic-viscoelastic correspondence principle, an elastic microme- chanical framework taking the inclusion-matrix interface effect into account is extended for predicting viscoelastic properties of as... According to the elastic-viscoelastic correspondence principle, an elastic microme- chanical framework taking the inclusion-matrix interface effect into account is extended for predicting viscoelastic properties of asphalt mixture, which is simply treated as elastic coarse aggregate inclusions periodically and isotropically embedded in a viscoelastic asphalt mastic matrix. The Burgers model is adopted for characterizing the matrix mechanical behavior, so that the homogenized relaxation modulus of asphalt mixture in compression creep is derived. After a series of uniaxial compression creep tests are performed on asphalt mastic in different temperature and stress conditions in order to determine the matrix constitutive parameters, the framework presented is validated by comparison with the experiment, and then some predictions of uniaxial compression creep behavior of asphalt mixture in different temperature and stress conditions are given. 展开更多
关键词 asphalt mixture MICROMECHANICS elastic-viscoelastic correspondence principle compression creep
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Investigation on relations between grain crushing amount and void ratio change of granular materials in one-dimensional compression and creep tests 被引量:1
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作者 Ron.C.K.Wong 《Journal of Rock Mechanics and Geotechnical Engineering》 SCIE 2011年第S1期415-420,共6页
Grain crushing plays an important role in one-dimensional (1D) compression and creep behaviors of granular materials under high stress. It is clear that the macro-properties of granular materials are closely related t... Grain crushing plays an important role in one-dimensional (1D) compression and creep behaviors of granular materials under high stress. It is clear that the macro-properties of granular materials are closely related to the micro-fracture properties of grains in 1D compression and creep tests. In this paper, a series of 1D compression and creep tests were performed on Ottawa sand to investigate the deformation and grain crushing properties of granular materials, and it shows that the void ratio is correlated to the grain crushing amount (the quantity of crushed grains) for granular materials subjected to grain crushing. The test results, combining with the existing test data related to grain crushing of granular materials, were used to verify the relation. Moreover, the implications of these relations on the yield of granular material, and the equivalent effect of stress and time in changing soil fabric are presented. 展开更多
关键词 granular material grain crushing geometrical aspect one-dimensional (1D) compression and creep yield soil fabric
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Effect of rare earths on phase transformation in as-cast ZA27 alloy dur-ing compressive creep 被引量:8
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作者 WEIXiaowei SHENBaoluo 《Rare Metals》 SCIE EI CAS CSCD 2003年第4期259-264,共6页
The effect of the mixed rare earths of Ce on the phase transformation in ascast ZA 27 alloy during compressive was investigated under 37 MPa and at 160 deg C by X-raydiffraction technique and SEM. The results showed t... The effect of the mixed rare earths of Ce on the phase transformation in ascast ZA 27 alloy during compressive was investigated under 37 MPa and at 160 deg C by X-raydiffraction technique and SEM. The results showed that the as cast microstructure of ZA 27-RE alloyconsisted of a dendritic Al-rich alpha' surrounded by Zn-rich beta' phase, interdendritic epsilonphase and Zn-rich eta phase together with a complex Z phase which was a complex constitute compound,(RE,Cu)Al_5Zn_(16), dispersed in crystal interfaces or branch crystal interfaces and stable duringcompressive creep test at 160 deg C. The phase transformations of ZA 27-RE alloy, decomposition ofbeta' phase arid four transformation, were delayed by the addition of rare earths, also the lamellarstructure and the spheroidized structure in ZA 27-RE alloy were finer than in ZA 27 alloy duringcompressive creep test at 160 deg C at the same creep time, and the compressive creep resistance ofZA 27-RE alloy was higher than that of ZA 27 alloy. 展开更多
关键词 microstructure change compressive creep rare earths ZA 27 alloy
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MICROSTRUCTURAL EVOLUTION OF AS-CAST ZA27 ALLOY DURING COMPRESSIVE CREEP
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作者 X.W.Wei B.L.Shen 《Acta Metallurgica Sinica(English Letters)》 SCIE EI CAS CSCD 2003年第5期335-341,共7页
Phase transformation and micro structural change of an as-cast ZA27 alloy were investigated during compressive creep by X-ray diffraction technique, SEM and TEM. Compressive creep induced decomposition of α metastab... Phase transformation and micro structural change of an as-cast ZA27 alloy were investigated during compressive creep by X-ray diffraction technique, SEM and TEM. Compressive creep induced decomposition of α metastable η' phase and a four-phase transformation, α + ε → T' + η and T' → θ, occurred during the compressive creep testing. The occurrence of negative creep in the alloy resulted from the volume expansion caused by the four-phase transformation. A micro structural change was also observed from a lamellar structure into a spheroidized structure in higher creep strain of tested specimens. It provided evidence of compressive creep induced phase transformation which occurred in ageing process. 展开更多
关键词 microstructure change compressive creep ZA27 alloy
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用压缩蠕变试验研究高填方体沉降变形 被引量:12
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作者 刘宏 李攀峰 张倬元 《西南交通大学学报》 EI CSCD 北大核心 2004年第6期749-753,共5页
以九寨 黄龙机场104m高填方体为工程背景,研究了砂砾石填料压缩蠕变试验与高填方体的相似条件.研究表明,刚性侧限的压缩蠕变试验与大面积凹谷中的高填方体具较好的相似性,两者可近似为等应力状态,但试验得出的高填方体压缩沉降量较实测... 以九寨 黄龙机场104m高填方体为工程背景,研究了砂砾石填料压缩蠕变试验与高填方体的相似条件.研究表明,刚性侧限的压缩蠕变试验与大面积凹谷中的高填方体具较好的相似性,两者可近似为等应力状态,但试验得出的高填方体压缩沉降量较实测值稍小.此外,初始压实度决定了砂砾石填料的压缩变形特性,初始压实度为97.4%的砂砾石填料的压缩变形过程具对数函数特征,而初始压实度大于98.7%的砂砾石填料的压缩变形过程则以线性函数特征为主. 展开更多
关键词 高填方体 压缩蠕变试验 沉降
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压缩蠕变试验用于研究高填方体沉降变形 被引量:4
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作者 刘桂琴 成华 《土工基础》 2008年第3期73-76,共4页
以贵州某机场高填方边坡为工程背景,研究了碎石土填料压缩蠕变试验,研究表明,刚性侧限的压缩蠕变试验与大面积凹谷中的高填方体具有良好的相似性,两者可近似认为处于相同的应力状态,但试验得出的高填方体压缩沉降量较实测值小。
关键词 高填方体 压缩蠕变试验 变形监测 沉降
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Advanced Measures to Characterize Mechanical Properties of Refractories
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作者 Shengli JIN Harald HARMUTH +1 位作者 Dietmar GRUBER Amina SIDI MAMMAR 《China's Refractories》 CAS 2018年第1期8-13,共6页
The thermomechanical modelling method is becoming an important tool nowadays for the refractory researchers, suppliers and end-users. On one hand, applications focus on the post-mortem thermomechanical analysis to int... The thermomechanical modelling method is becoming an important tool nowadays for the refractory researchers, suppliers and end-users. On one hand, applications focus on the post-mortem thermomechanical analysis to interpret the occurred fitiluw phenomena of refractories in service. On the other hand, a priori investigation is very helpful for the design of refractory lining con- cepts before putting them into effect; as a result it will minimize the probability of refractory lining premature .failure and save costs for the refractory suppliers as well as for the end-users. For both investigation routines, suitable material constitutive models and testing approa- ches are of relevance. Existing material constitutive mod- els often used for refractories are the fictitious crack model acting for tensile failure, the Mohr - Coulomb or Drucker- Prager model describing shear failure, and the Norton - Bailey model representing creep. To charac- terize tbe tensile and shear fitilure of refractories at room temperatare and elevated temperatures, a wedge splitting test and a modified shear test can be applied, respectively. The creep behavior and corresponding creep parameters of refractories can be determined with an appropriate creep testing device at elevated loads. The proper appli- cation of material constitutive models and testing approa-ches allows for improving the thermo-mechanical modelling and the optimizatian of the lining design. 展开更多
关键词 REFRACTORIES wedge splitting test modified shear test compressive creep test tensile creeptest material constitutive model
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