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Hybrid nanofluid is a combination of a base fluid (i.e. water, ethylene glycol, mixture of ethylene glycol and water) with two different types of nanoparticles (i.e metal oxides, metals, carbon materials).
Ganji, Chapter 3–Nanofluid Flow and Heat Transfer in an Enclosure, Hydrothermal Analysis in Engineering Using Control Volume Finite Element Method, 2014, pp. 31-76
De Leon, Applications of nanofluids: current and future, Advances in Mechanical Engineering, 2010 (2010) 1-11
Choi, Enhancing thermal conductivity of fluids with nanoparticles, ASME Fluids Engineering Division. 213 (1995) 99-105
Turkyilmazoglu, Exact analytical solutions for heat and mass transfer of MHD slip flow in nanofluids, Chemical Engineering Science. 84 (2012) 182-187

Winget: Journal of Bridge Engineering, ASCE, Vol.10 (2005) No.1, p.96
Bajpai: Engineering Structures, Vol.27 (2005) No.11, p.1642
Romano: Engineering Structures, Vol.29 (2007) No.9, p.2109
Massalas: Engineering Structures, Vol.28 (2006) No.13, p.1864
Billington: Journal of Bridge Engineering, ASCE, Vol. 8 (2003) No.3, p.122.

Journal of Aerospace Engineering, 18(1):28-41, 2005
Applied Thermal Engineering, 31(6-7):1293-1304, 2011
International Journal for Numerical Methods in Engineering, 80(9):1241-1258, 2009
ASME 2012, 11th Biennial Conference On Engineering Systems Design and Analysis, 2012
International Journal for Numerical Methods in Engineering, 94(13):1165-1190, 2013.

Hadi Tabaian2 1Electrical Engineering Department, Amirkabir University of Technology, Tehran, Iran, 15914. 2Mining & Metallurgical Engineering Department, Amirkabir University of Technology, Tehran, Iran, 15914.
Introduction The self-organized hexagonal lattice has been found in a few materials.
Sotomayor Torres, Noise-Assisted Crystallization of Opal Films, Advanced Functional Materials, 22 (2012) 1812–1821
Eftekhari, Nanostructured Materials in Electrochemistry, WILEY-VCH Verlag GmbH & Co.
Pang, Defect Detection in Textured Materials Using Gabor Filters, IEEE Trans.

Ecological Engineering, 2000. 15(1-2): p. 41-55
Energy Engineering, 2010. 4
Ecological Engineering, 2009. 35(12): p. 1693-1701
Ecological Engineering, 1999. 12(1-2): p. 39-55
Ecological Engineering, 2008. 33(2): p. 126-141

Simulation Study of Damage Identification Method based on Lamb Wave Scattering in Aluminium Plate Zhenhua Tian, Hongyuan Li and Hong Xu Key Laboratory of Condition Monitoring and Control for Power Plant Equipment, Ministry of Education, North China Electric Power University, Beijing 102206, China E-mail: tian_zhenhua@ncepu.edu.cn Keywords: Lamb wave; time-frequency analysis; damage identification; finite element method Abstract.
Material Properties Material Young’s modulus Poisson’s ratio Density E (GPa) ν ρ(kg/m3) Alloy 71 0.33 2700 TABLE II.
Rose, “Guided wave simulation and visualization by a semianalytical finite element method,” Material Evaluation, vol. 61, 2003, pp. 75–79
Chapra, Applied Numerical Methods with MATLAB for Engineers and Scientists, 2nd ed., McGraw-Hill Inc., 2008.

Applied Thermal Engineering, 107, 533-543
Applied Thermal Engineering, 120, 257-268
Results in Engineering 15 (2022): 100497
Applied Thermal Engineering, 153, 330-340
Materials Today: Proceedings 47 (2021): 2662-2668

Effects of particle volume fraction on dynamic deformation behaviors of B4C reinforced aluminum matrix composites XianFeng Lia, Bin Liub, WenMao Huangc, HaoWei Wangd State Key Laboratory of Metal Matrix Composites, Shanghai Jiao Tong University, Shanghai 200240, China E-maila: brucelee75cn@sjtu.edu.cn E-mailb: liubin1984@sjtu.edu.cn E-mailc:huangwenmao@163.com E-maild: hwwang@sjtu.edu.cn Keywords: Mechanical properties; Metallic composites; Dynamic behaviors; B4C Abstract: Particles size grading method was employed to fabricate aluminum matrix composites reinforced with 75% volume fraction B4C particles by squeeze casting.
Therefore, dynamic behaviors of the composites should be taken into consideration in engineering design, meanwhile, related mechanism needs to be comprehensively understood.
This may bring about applied limitation of this kind of composite and the disadvantage should be taken into consideration in engineering design.
Each compression stress-strain curve was verified by using at least three samples for each material.

Statistical Tolerance Analysis Based On Constraint Satisfaction Problems and Monte Carlo Simulation Yong-Jun JIANG Faculty of Mechanical Engineering, Inner MongliaUniversity of Science&Technology, BaoTou, China jxxjyj@imust.cn Keywords: Tolerance analysist; mechanism; QCSP; Monte Carlo Abstract: This paper deals with the mathematical formulation of tolerance analysis.
Therefore, tolerance analysis is a key element in industry for improving product quality.
Parkinson, A survey of research in the application of tolerance analysis to the design of mechanical assemblies, Research in Engineering Design 3 (1991), pp. 23–37
Using tolerance-maps to represent material condition on both a feature and a datum.

Analysis on Reasonable Structure of Main Girder of Harp Shaped Cable-Stayed Bridge without Backstays Aijun Chen1, a, Guojing He 1,b 1School of Civil Engineering and Mechanics, Central South University of Forestry and Technology, Changsha,410004, P R of China； achen_aijun@126.com, bcegjhe@hotmail.com， Keywords: Harp Shaped Cable-Stayed Bridge, Steel-Concrete Composite Girder, Spine Girder, Reasonable Structure Abstract.
From the data in Table 1, it can be seen that the deck slabs have little function to resist bending moment and torsion but great function to resist axial force; this kind of structure makes full use of the material characteristics of steel and concrete to effectively solve the problem of “deck slab cracking when a composite girder is used in a cable-stayed bridge”.
Fig.2 The cross section of main girder (cm) Fig. 3 Hexagonal box of the girder structure (mm) Table 2 Comparison between Hexagonal and Rectangular Box Girders Item Vertical bending moment of inertia (m4) Torsional moment of inertia (m4) Dead weight of box girder (t/m) (1) rectangular box girder 2.383 4.619 5.18 (2) hexagonal box girder 1.865 3.958 5.20 (1)/(2) 1.278 1.167 0.996 Analysis of Effect of Overweight of Main Girder on Force on Structure For a leaning tower cable-stayed bridge without backstays, the force balance between the weights of the main girder and tower is the key to ensure that the leaning tower column, and even the whole structure, are in good force state for a long time.
The Research on the Reasonable Structure of Long-span Harp-shaped Cable-stayed Bridge with No Backstays [D]. changsha：College of Civil Engineering, Hunan University, 2005.