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《Building and Environment》2005,40(8):1140-1149
Response surface methodology (RSM) is a practical and useful statistical procedure to develop empirical models for predicting asphalt pavement properties. In this work three empirical models were developed to predict the load and the flow resistance increment (ΔL and ΔF, respectively) according to ASTM D 5581 [Annual Book of ASTM Standards, Section 4, Construction, vol. 04.03, Roads and Paving Material; Vehicle-pavement Systems] and the “volatilised material” (VM) according to ASTM D 1188 [Annual Book of ASTM Standards, Section 4, Construction, vol. 04.03, Roads and Paving Material; Vehicle-pavement Systems] via RSM using the obtained properties of the specimens placed in a conventional oven for laboratory aging. In addition a mechanistic–empirical (M–E) model was proposed to describe the increment and decrement in surface course properties due to aging (A). The adequacy of the predicted properties by the models was demonstrated with the cores properties extracted from a pilot road. 相似文献
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Analytical expressions have been derived for the through thickness stresses of a Functional graded materials (FGMs) thin plate subjected to thermal loading, pure bending and thermo-mechanical coupling, respectively. The structure is comprised of a metallic layer, a ceramic layer and a functional graded layer. Continuous gradation of the volume fraction in the FGM layer is modeled in the form of an "m" power polynomial of the coordinate axis in thickness direction of the plate. Numerical scheme of discretizing the continuous FGM layer with different graded distributions such as linear (m=1), quadratic (m=2) and square root (m=0.5) has been developed by the averaging technique of composites. Solutions for the stress distributions have been derived for the system under thermal loading, pure bending and thermo-mechanical coupling, respectively. 相似文献
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基于弹性波理论的土石混填地基压实质量评价研究 总被引:2,自引:0,他引:2
为了准确、高效地评价土石混填地基的压实质量,提出了一种基于弹性波理论的压实质量评价新方法。通过理论与试验分析,建立了土石混合料的剪切波速模型,实现了由土石混合料宏观剪切波速推定出其中石料间细粒土的压实度,并以此来表征混合料整体压实质量。通过室内大型振动压实试验,得到在不同含石量与含水率时,混合料中细粒土所能达到的最大干密度(或压实度),以此作为土石混合料表征压实度评价的参考标准。研究了土石混合料剪切波速与瑞雷面波波速的关系,使得利用现场瞬态面波测试所得到的频散曲线来反演计算剪切波速成为可能。最后通过对某机场跑道填筑工程土石混填地基压实质量的评价,验证了评价方法的可行性。 相似文献
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The objective of the current paper is to characterise the behaviour of internal asymmetric joints, which corresponds to a node configuration that is not yet covered in the EN 1993-1-8 design rules.For this purpose, a research programme was established that encompasses five different types of joints. Numerical models were prepared and calibrated with results from experimental tests on full scale models of the joints. The analyses of the results allowed the identification of the main features that influence the behaviour of asymmetric joints. This information was used to establish a behavioural model consistent with the component method philosophy.Furthermore, the analytical method supporting the component method was investigated, and the information gathered about the behaviour of the new configuration was used to tailor the reference model for the design of asymmetric joints.The modified analytical model was implemented for the asymmetric joints studied. The results were compared with those of the homologous calibrated numerical models. The quality of the adjustment was established in terms of the parameters representing the moment rotation curve for a joint, within the framework of the component method, and a quite reasonable adjustment is observed. 相似文献
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Cu-6 wt.% Fe and Cu-12 wt.% Fe filamentary composites were prepared by casting and cold drawing. And a different heat treatment of quenching and aging or homogenizing was introduced before cold drawing process, respectively. The microstructure was observed and the tensile strength measured for the composites at different drawing strains. The quenching and aging or homogenizing prior to drawing deformation refine the as-cast microstructure and result in the increase in interface density in the drawn microstructure. The drawn alloys with the homogenizing treatment show smaller filament spacing than those with the quenching and aging treatment because homogenizing results in smaller and more dispersive primary Fe dendrites before drawing deformation. The heat treatments can improve the strength of the composites by increasing precipitation strengthening and interface strengthening levels. With the reduction in filament spacing during drawing deformation, the strength of the alloys with smaller initial size of Fe dendrites increases more obviously. 相似文献
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为消除声测管弯斜对桩基检测结果准确性的影响,根据一维小波分析原理,在深入分析声波透射法测管弯斜时检测信号特点的基础上,运用一维小波分析原理通过计算机模拟得到了弯斜识别效果最优的小波函数。建立了声测管弯斜修正模型,利用修正模型对实际工程中某桥梁桩基声测管发生弯斜的检测数据予以修正,修正后的数据不仅能够消除声测管弯斜对检测数据的影响,且保留了检测信号中有用的高频信息,取得了较好的修正效果。 相似文献
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