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Bičejová, Abrasive kind and granularity changes affects to water jet technology head vibration during cutting HARDOX material thickness alternation process, Applied Mechanics and Materials 308 (2013) 75-79
Haľko, Design strenght calculation of cycloidal lantern gear, BarSU Herald Scientific and Practical Journal: Physical and Mathematical Sciences: Engineering Sciences (2013) 58-65
Dubayová, Natural and modified clinoptilolite testing for reduction of harmful substance in manufacturing exploitation, Advanced Materials Research 518-523 (2012) 1757-1760
Michal, The Influence of Sodium Chloride on the Resulting AAO Film Thickness, Advanced Materials Research 816-817 (2013) 18-22
Pandová, Nitrogen oxides reduction by zeolite sorbents in manufacturing use, Advanced Materials Research 937 (2014) 487-490.

Sivapragash, Optimizing the delamination failure in bamboo fiber reinforced polyester composite, Journal of King Saud University - Engineering Sciences, 28(1) (2016), 92-102
Song, Tensile behavior contrast of basalt and glass fibers after chemical treatment, Materials & Design, 31(9) (2010) 4244-4250
Sánchez, Delamination study in edge trimming of basalt fiber reinforced plastics (BFRP), Materials 11(2018) 1418
Gómez, A sustainable evaluation of drilling parameters for PEEK-GF30, Materials 6(12) (2013) 5907-5922
Marín, Study of Drilling Process by Cooling Compressed Air in Reinforced Polyether-Ether-Ketone, Materials 13(8) (2020) 1965

Structural damage is based on the strength theory or the deformation theory, but in essence its main reason is that the stress in structures is larger than the strength of structural materials, or structural displacement and strain is larger than the capacity of structural material deform.
When the structural stress, strain (displacement) caused by blasting vibration is larger than the strength or deformation capacity of structural materials, structures would be damaged.
The structural damage caused by blasting vibration depends mainly on two aspects, one is the vibration characteristics of blasting vibration, namely, blasting vibration amplitude, frequency, duration, etc, another one is the dynamic response characteristics of the structure, which is related mainly to structural shapes, materials, terrain factors, etc.
Acknowledgements This work is financially supported by the National Basic Research Program of China (No. 2011CB013501, No. 2010CB732003),and by Chinese National Natural Science Foundation (Grant Nos. 51079111,and 50909077).
Damage to surface structures due to blast vibration .International Journal of Rock Mechanics & Mining Sciences. 2010, 47(7)：949-961

Qu, et al: Henan Science. 27(2009), P. 554.
Lan: Environmental Science.
Yuan: China Environmental Science.
Gong, et al: China Environmental Science.
Liu: Journal of Jiangsu Teachers University of Technology.

In present model, once the temperature field and solute field were solved by finite different method in the entire domain, the material thermodynamic properties can be substituted into four algebraic equations to easily determine the variation of solid fraction, interface temperature and solute concentration, instead of calculating interface moving velocity.
(13) Results and discussion We select the transparent organic alloy-succinonitrile(SCN)-0.29 wt %acetone(Ace) as the simulated material, the thermophysical properties of SCN-Ace are referred to references [9, 12].
Acknowledgements The authors would like to thank the National Natural Science Foudation of China (Grant No. 50471065) for financial support.
Beltran-Sanchez and D.M.Stefanescu: Metal.Mater.Trans., Vol. 34 (2003), p. 367 [10] J.Lipton, M.E.Glicksman, and W.Kurz: Mater.Sci.Eng., vol 65 (1984), p.57 [11] M.F.Zhu and D.M.Stefanescu: Acta Materialia Vol. 55(2007) p1741 [12] M.E.Glicksman and N.B.Singh: Journal of Crystal Growth Vol. 98 (1989), p. 277 Fig.4 steady tip parameters with different undercooling compared with LGK model (a) steady tip radius (b) steady tip velocity.

As to polycrystalline materials, space charge polarization, ion vibration, electron polarization losses and deformation losses all happen in the frequency above GHz, so the dielectric loss tangent can be expressed as follows: (2) where εc" is the loss factor because of conductivity, εR" is the loss factor because of ion jump and dipole relaxation.
As known from formula (2), electrical conductivity loss is a key factor for many dielectric materials [17,25-27].
Oha: Journal of Analytical and Applied Phyrolysis, Vol. 9 (1986), p. 227-254
Goetz and et al: Diamond and Related Materials, Vol. 1 (1992), p. 875-881
Stinton: Science Vol.235 (1991), p. 1104-1109

By fiber model, beams composed of composite materials, such as reinforced concrete beams, can be easily accounted for.
Because different fiber can have different material properties, we can use this method to account for offset problems [7], in which we can set the material properties of some fibers to be zero. 4.
Assuming small strains, the material model used for materially-nonlinear-only analysis can be directly employed in the Total Lagrange formulation for large displacement and large rotation analysis by simply substituting in the material characterization the second Piola-Kichhoff stresses and Green-Lagrange strains for the small displacement engineering stress and strain measures [5].
For perfectly plastic material, , , .
Acknowledgement This work is supported by Natural Science Foundation of Hainan Province, PR China (808100) References [1] E.N.

The Effect of Limestone Powder and Clay Content on MB Value of Manufactured Sand Ye Jianxiong1,a, Yu Linwen1,b, Zhang Yi2,c 1College of Materials Science and Engineering, Chongqing University, Chongqing 400045, China 2Chongqing Consturtion Residential Engineering Co., Ltd，Chongqing 400045, China ayjxiong1974@163.com, byulw@cqu.edu.cn, c zhangyi_2000@tom.com Keywords: manufactured sand； limestone powder content； MB value； clay content.
All the materials were dried to constant weight at (105±5)℃, and then cooled to room temperature for standby application.
Evaluation of Manufactured Stone Sand for Use in Virginia Construction Materials Research and Development.
Vulcan Materials Company, 1985.3
ACI Journal, Proceedings, 1985, 82(3):363-371

The sample material was made of an unspecified copper alloy.
Typical for these defects is that the moulding material remains baked in their vicinity.
This article was made possible by funding from the SGS‐2018‐051 project “Application of new treatment and test procedures to surfaces and bulk materials for improved usability of assemblies and work tools in industry”.
Smart, Investment Casting, London: The Institute of Material, Minerals and Mining, 1995
Journal of Materials Processing Technology, 178(1-3), (2006) pp.29-33

Materials and Sample Preparation Concrete specimens were made from Portland cement (CEM I 42,5 R location Mokrá, CZ) used as a binder, sand and natural crushed aggregate (location Zbraslav, CZ).
Shah, Modification of cement based materials with nanoparticles, Cement and Concrete Composites 36 (2013) 8 - 15, special issue: Nanotechnology in Construction
Struble, Electrokinetic nanoparticle treatment of hardened cement paste for reduction of permeability, Journal of Materials in Civil Engineering 18 (4)
Gonzalez, Preliminary attempt of hardened mortar sealing by colloidal nanosilica migration, Construction and Building Materials 66 (2014) 306 - 312
Materials, Systems and Structures in Civil Engineering 2016, Segment on Electrochemistry in Civil Engineering.