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26篇 您的检索式:作者名="WANG Zhanping"
    题名 作者 年代 出处 被引量
1Three-dimensional modeling and simulation of asphalt concrete mixtures based on X-ray CT microstructure images显示文摘X-ray CT(computed tomography) was used to scan asphalt mixture specimen to obtain high resolution continuous cross-section images and the meso-structure.According to the theory of three-dimensional(3D) reconstruction,the 3D reconstruction algorithm was investigated in this paper.The key to the reconstruction technique is the acquisition of the voxel positions and the relationship between the pixel element and node.Three-dimensional numerical model of asphalt mixture specimen was created by a self-developed program.A splitting test was conducted to predict the stress distributions of the asphalt mixture and verify the rationality of the 3D model.Hainian Wang Zhihan Huang Lei Li Zhanping You Yu Chen 2014Journal of Traffic and Transportation Engineering(English Edition)2014,1,1:30
2Trend of Santonian (Late Cretaceous) atmospheric CO_2 and global mean land surface temperature: Evidence from plant fossils显示文摘WAN ChuanBiao WANG DeHai ZHU ZhanPing QUAN Cheng 2011Science China Earth Sciences2011,54,9:8
3New innovations in pavement materials and engineering:A review on pavement engineering research 2021显示文摘Sustainable and resilient pavement infrastructure is critical for current economic and environmental challenges.In the past 10 years,the pavement infrastructure strongly supports the rapid development of the global social economy.New theories,new methods,new technologies and new materials related to pavement engineering are emerging.Deterioration of pavement infrastructure is a typical multi-physics problem.Because of actual coupled behaviors of traffic and environmental conditions,predictions of pavement service life become more and more complicated and require a deep knowledge of pavement material analysis.In order to summarize the current and determine the future research of pavement engineering,Journal of Traffic and Transportation Engineering(English Edition)has launched a review paper on the topic of'New innovations in pavement materials and engineering:A review on pavement engineering research 2021'.Based on the joint-effort of 43 scholars from 24 well-known universities in highway engineering,this review paper systematically analyzes the research status and future development direction of 5 major fields of pavement engineering in the world.The content includes asphalt binder performance and modeling,mixture performance and modeling of pavement materials,multi-scale mechanics,green and sustainable pavement,and intelligent pavement.Overall,this review paper is able to provide references and insights for researchers and engineers in the field of pavement engineering.JTTE Editorial Office Jiaqi Chen Hancheng Dan Yongjie Ding Yangming Gao Meng Guo Shuaicheng Guo Bingye Han Bin Hong Yue Hou Chichun Hu Jing Hu Ju Huyan Jiwang Jiang Wei Jiang Cheng Li Pengfei Liu Yu Liu Zhuangzhuang Liu Guoyang Lu Jian Ouyang Xin Qu Dongya Ren Chao Wang Chaohui Wang Dawei Wang Di Wang Hainian Wang Haopeng Wang Yue Xiao Chao Xing Huining Xu Yu Yan Xu Yang Lingyun You Zhanping You Bin Yu Huayang Yu Huanan Yu Henglong Zhang Jizhe Zhang Changhong Zhou Changjun Zhou Xingyi Zhu 2021Journal of Traffic and Transportation Engineering(English Edition)2021,8,6:7
4Sensitivity analysis of longitudinal cracking on asphalt pavement using MEPDG in permafrost region显示文摘Longitudinal cracking is one of the most important distresses of asphalt pavement in permafrost regions. The sensitivity analysis of design parameters for asphalt pavement can be used to study the influence of every parameter on longitudinal cracking, which can help optimizing the design of the pavement structure. In this study, 20 test sections of Qinghai e Tibet Highway were selected to conduct the sensitivity analysis of longitudinal cracking on material parameter based on Mechanistic-Empirical Pavement Design Guide(MEPDG) and single factorial sensitivity analysis method. Some computer aided engineering(CAE) simulation techniques, such as the Latin hypercube sampling(LHS) technique and the multiple regression analysis are used as auxiliary means.Finally, the sensitivity spectrum of material parameter on longitudinal cracking was established. The result shows the multiple regression analysis can be used to determine the remarkable influence factor more efficiently and to process the qualitative analysis when applying the MEPDG software in sensitivity analysis of longitudinal cracking in permafrost regions. The effect weights of the three parameters on longitudinal cracking in descending order are air void, effective binder content and PG grade. The influence of air void on top layer is bigger than that on middle layer and bottom layer. The influence of effective asphalt content on top layer is bigger than that on middle layer and bottom layer, and the influence of bottom layer is slightly bigger than middle layer.The accumulated value of longitudinal cracking on middle layer and bottom layer in the design life would begin to increase when the design temperature of PG grade increased.Chen Zhang Hainian Wang Zhanping You Biao Ma 2015Journal of Traffic and Transportation Engineering(English Edition)2015,2,1:4
5Extensions of Symmetric Rings 显示文摘WANG Zhanping 2007J Math Res Expos2007,27,2:1
6Labo-ratory Evaluation on High Temperature Viscosity and Low Tem-perature Stiffness of Asphalt Binder with High Percent Scrap Tire Rubber显示文摘Hainian Wang Zhanping You Julian Mills-Beale 2012Construction and Building Materials2012,26,1:1
7Effect of warm mixture asphah (WMA) additives on high failure tem- perature properties for crumb rubber modified (CRM) binders 显示文摘Wang Hainian Dang Zhengxia You Zhanping 2012Construction and Building Materials2012,35,:1
8Gorenstein flat complexes over coherent ring with finite self-FP-injective dimension 显示文摘WANG Zhanping LIU Zhongkui 2010Communications in Algebra2010,38,11:1
9Laboratory evaluation on high temperature viscosity and low temperature stiffness of asphalt binder with high percent scrap tire rubber显示文摘WANG Hainian YOU Zhanping MILLS-BEALE J 2012Construction and Building Materials2012,26,:1
10The design, fabrication and properties of B 4 C/Al neutron absorbers显示文摘Peng Zhang Yuli Li Wenxian Wang Zhanping Gao Baodong Wang 2013Journal of Nuclear Materials (-)2013,,1:1
11A new energy-absorbing bolt used for large deformation control of tunnel surrounding rock显示文摘In order to control the large deformation of tunnel surrounding rock,a new energy-absorbing bolt is developed.This bolt can be transformed into a rigid support when the deformation of the surrounding rock reaches the length of the sleeve tube,thus preventing the surrounding rock from continuing to deform.Moreover,this bolt has a simple structure and is easy to manufacture and assemble.Then the static tensile test is conducted on the bolt specimen to test its working performance.The test results show that when the cone angle of the cone block is small,the load–displacement curve of the bolt contains three stages;when the cone angle is large,the load–displacement curve contains only two stages.Meanwhile,both the average constant resistance and the maximum absorbed energy increase linearly with the increase of cone angle.On this basis,ignoring the influence of shear stress,and it is supposed that the thickness of the sleeve tube is constant,then the theoretical calculation formula of constant resistance for the new bolt is derived,and the rationality of the formula is verified using the static tensile test results.It is found that the error of the calculated result is less than 15%when the cone angle does not exceed 15.At last,the numerical simulation method is used to analyze the performance of the new bolt.The simulation results indicate that the generation of shear stress and the change of tube thickness during the movement of the cone block are two important factors that cause theoretical errors.Junbao Wang Wei Liu Zhanping Song Lingfeng Li Shijin Feng Yun Cheng 2022International Journal of Mining Science and Technology2022,32,5:1
12Temperature dependency of VOCs release characteristics of asphalt materials under varying test conditions显示文摘Asphalt pavement is increasingly used in paving and roofing.However,the release of volatile organic compounds(VOCs)from asphalt harm both the environment and humans.Various methods were applied to characterize the VOCs for better understanding and inhibiting.However,asphalt VOCs have huge heating temperature dependency,which makes the asphalt VOCs’characterization complicated.In this research,three kinds of heating conditions,thermal gravimetric(TG)analyzer,pyrolysis(PY)analyzer,and thermal desorber(TD),were compared to determine the temperature dependency of VOC release characteristics.Gas chromatography and mass spectrometer(GC-MS)were then coupled for VOC detection.Results indicated that the TG heating condition can surely simulate the volatilization of VOCs from some asphalt that is not in contact with air(no oxygen)during the actual construction process,while PY and TD represent the substances released by the asphalt due to the boiling point at a certain temperature and under the actual construction process,respectively.The components detected by TG heating condition are both large and small molecules,while PY and TD heating condition will detect large molecules or small molecules,respectively.The VOC composition results under various heating conditions reflect the chemical reaction law of asphalt molecules in the heating process.When heating asphalt binders to a higher temperature,macromolecular substances will gradually crack and oxidize into small molecular substances,sulfides and nitrides.With the increase of temperature,the change trend of VOC components under different conditions is different.Xiwen Chang Yue Xiao Yongshuang Long Feng Wang Zhanping You 2022Journal of Traffic and Transportation Engineering(English Edition)2022,9,2:1
13Effect of Warm Mixture Asphalt (WMA) Additives on High Failure Temperature Properties for Crumb Rubber Modified (CRM) Binders 显示文摘Wang Hainian Dang Zhengxia You Zhanping Cao Dongwei 2012Construction and Building Materials2012,35,:1
14Organic light-emitting diodes with integrated inorganic photo detector for near-infrared optical up-conversion显示文摘Min Guan LinSen Li GuoHua Cao Yang Zhang BaoQiang Wang XinBo Chu ZhanPing Zhu YiPing Zeng 2011Organic Electronics2011,,12:1
15Single-Cell Transcriptome Analyses Reveal Signals to Activate Dormant Neural Stem Cells显示文摘Yuping Luo Volkan Coskun Aibing Liang Juehua Yu Liming Cheng Weihong Ge Zhanping Shi Kunshan Zhang Chun Li Yaru Cui Haijun Lin Dandan Luo Junbang Wang Connie Lin Zachary Dai Hongwen Zhu Jun Zhang Jie Liu Hailiang Liu Jean deVellis Steve Horvath Yi Eve Sun 2015Cell2015,,5:1
16Optimization of In Ga As Quantum Dots for Optoelectronic Applications显示文摘Duan Ruifei Wang Baoqiang Zhu zhanping 2003Chiese journal of semiconductors2003,24,10:1
17Strongly Gorenstein Flat Dimensions of Modules显示文摘In the Gorenstein homological theory, Gorenstein projective and Gorenstein injective dimensions play an important and fundamental role. In this paper, we aim at studying the closely related strongly Gorenstein flat and Gorenstein FP-injective dimensions, and show that some characterizations similar to Gorenstein homological dimensions hold for these two dimensions.Zhanping WANG Haiyu MA 2014Journal of Mathematical Research with Applications2014,34,3:0
18Fatigue properties and damage constitutive model of salt rock based on CT scanning显示文摘To investigate the macroscopic fatigue properties and the mesoscopic pore evolution characteristics of salt rock under cyclic loading,fatigue tests under different upper-limit stresses were carried out on salt rock,and the mesoscopic pore structures of salt rock before and after fatigue tests and under different cycle numbers were measured using CT scanning instrument.Based on the test results,the effects of the cycle number and the upper-limit stress on the evolution of cracks,pore morphology,pore number,pore volume,pore size,plane porosity,and volume porosity of salt rock were analyzed.The failure path of salt rock specimens under cyclic loading was analyzed using the distribution law of plane porosity.The damage variable of salt rock under cyclic loading was defined on basis of the variation of volume porosity with cycle number.In order to describe the fatigue deformation behavior of salt rock under cyclic loading,the nonlinear Burgers damage constitutive model was further established.The results show that the model established can better reflect the whole development process of fatigue deformation of salt rock under cyclic loading.Junbao Wang Xiao Liu Qiang Zhang Xinrong Liu Zhanping Song Shijin Feng 2024International Journal of Mining Science and Technology2024,34,2:0
19Applications and exploitation of Virtual Instruments based on Delphi6显示文摘This paper introduces hardware connections betweencomputer and intellectualized instrument based on 89c51 sin-glechip .It gives the techniques to compile internet applicationsof Virtual Instruments with Delphi6.Wang,Zhichun Li,Wentao Yang,Zhanping 2003微计算机信息2003,19,5:0
20Photoluminescence Studies on Very High-Density Two-Dimensonal Electron Gases in Pseudomorphic Modulation-Doped Quantum Wells显示文摘We present photoluminescence studies on highly dense two-dimensional electron gases in selectively Siδ-doped GaAs/ln_(0.18)Ga_(0.82) As/Al_(0.25)Ga_(0.75),As quantum wells(Ns=4.24 × 10^(12) cm^(-2)).Five well-resolved photoluminescence lines centered at 1.4194,1.4506,1.4609,1.4695 and 1.4808eV were observed,which are attributed to the subband exciton emission.The subband separations clearly exhibit the feature of a typical quantum well with triangle and square potential.These very intensive and sharp luminescence peaks with linewidths of 2.2 to 3.5meV indicate the high quality of the structures.Their dependence on the excitation intensity and temperatures are also discussed.LI Wei WANG Zhanguo LIANG Jiben XU Bo ZHU Zhanping SONG Aimin ZHENG Wanhua YANG Bin 1994Chinese Physics Letters1994,11,12:0
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