CONSTITUTIVE EQUATION OF A NEW AVIATION LUBRICATING OIL

The traction of a new aviation lubricating oil was measured on a self-made test rig. The calculating formulae of the rheological parameters of the oil such as Erying stress, limiting shear stress and shear elastic modulus were obtained under the condition of the high shear strain rate in elastohydrodynamic lubrication（EHL）. The constitutive equation of this oil was determined and verified by test. The results of experiments show that the behavior of the new aviation lubricating oil behaves as visco-elastic fluid and the theoretical value agrees fairly well with the measured data, which implies that the constitutive equation of this oil is correct and feasible.

Generalized Rayleigh Wave Dispersion in a Covered Half-space Made of Viscoelastic Materials

Dispersion of the generalized Rayleigh waves propagating in a covered halfspace made of viscoelastic materials is investigated by utilizing the exact equations of the theory of linear viscoelasticity.The dispersion equation is obtained for an arbitrary type of hereditary operator of the materials of the constituents and a solution algorithm is developed for obtaining numerical results on the dispersion of the waves under consideration.Dispersion curves are presented for certain attenuation cases and the influence of the viscosity of the materials is studied through three rheological parameters of the viscoelastic materials which characterize the characteristic creep time,long-term values and the mechanical behaviour of the viscoelastic material around the initial state of the deformation.Numerical results are presented and discussed for the case where the viscoelasticity of the materials is described through fractional-exponential operators by Rabotnov.As the result of this discussion,in particular,how the rheological parameters influence the dispersion of the generalized Rayleigh waves propagating in the covered half-space under consideration is established.

A novel Q-based online model updating strategy and its application in statistical process control for rubber mixing

To overcome the large time-delay in measuring the hardness of mixed rubber, rheological parameters were used to predict the hardness. A novel Q-based model updating strategy was proposed as a universal platform to track time-varying properties. Using a few selected support samples to update the model, the strategy could dramat- ically save the storage cost and overcome the adverse influence of low signal-to-noise ratio samples. Moreover, it could be applied to any statistical process monitoring system without drastic changes to them, which is practical for industrial practices. As examples, the Q-based strategy was integrated with three popular algorithms （partial least squares （PIE）, recursive PIE （RPLS）, and kernel PIE （KPIE）） to form novel regression ones, QPLS, QRPIE and QKPLS, respectively. The applications for predicting mixed rubber hardness on a large-scale tire plant in east China prove the theoretical considerations.

Creep and Shrinkage of Concrete in Eurocode 2 and Polish Bridge Standards--Necessity for Implementation

Estimation of creep and shrinkage in concrete bridges is still approximate and uncertain. Over the years, Polish Codes for Concrete Structures partially adapted the CEB （Euro-International Concrete Committee）-FIP （International Federation for Prestressing） models used to predict creep and shrinkage of concrete. In the currently used Polish concrete bridge code, modified CEB-FIP 1970 recommendations are used. At the time the standard was implemented, it introduced simple methods for the evaluation of final creep coefficients and shrinkage strains. It was sufficient for simple bridge structures and concrete technology used at that times. As modern bridge structures have become increasingly complex with variable construction techniques and developing concrete technology, the implementation of Eurocode 2 is necessary as it gives more practical and accurate methods for the prediction of creep and shrinkage effects. A comparative analysis of the time-dependent deformation of concrete included in Eurocode 2 and in Polish Bridge Codes is pointing out that there is a necessity for more adequate criteria for the rapidly growing concrete bridge stock in Poland.

EFFECT OF CEMENT FINENESS ON PROPERTIES OF CEMENTITIOUS MATERIALS CONTAINING HIGH RANGE WATER REDUCING ADMIXTURE

The effect of cement fineness on the fresh state and rheological properties as well as compressive strength of cementitious systems was investigated.A CEM I 42.5R portland cement containing 7.92%C_(3)A and sulfate resisting cement containing 3.58%C(3)A were used.The cements were ground to 4 different Blaine finenesses,ranging from 2800 to 4500 cm^(2)/g.In the absence of water-reducing admixture,the water requirement of mixtures increased with an increase in the cement fineness.Thus,the fresh state properties of the mixtures were affected negatively.However,surprisingly,a reverse behavior was observed in the mixtures containing water-reducing admixtures,that is,an increase of the cement fineness increased the effectiveness of the admixture;consequently,the fresh state properties of the mixtures were improved.This seems to have been caused from the higher adsorption of the admixture on finer cement grains than on the coarser particles.Moreover,as expected,the strength of the mortar and concrete mixtures increased along with the increase in cement fineness and its C3A content.