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A Compact Micromechanical Model for the Elastic-Viscoplastic Deformability of PLA-Hemp Biocomposites
Online since: April 2026
Authors: Ndeye Niang, Sami Holopainen, Thierry Barrière, Vincent Placet, Xavier Gabrion
Materials Processing and Experimental Characterisation
Materials Processing
Commercial PLA (PLI 005 grade, Natureplast) served as the matrix material, compounded with short hemp fibers (average length 160 μm, obtained through hammer milling and defibration) at
20 wt% loading and polyethylene glycol plasticizer at 5 wt% respectively PEG 1500 and PEG 20000.
Strongly aligned materials or multiaxial forming paths will require an explicit orthotropic extension of the elastic stiffness and possibly of the viscoplastic flow rule.
Composites Science and Technology 2025;273:111353. https://doi.org/10.1016/j.compscitech.2025.111353
Materials & Design 2020. https://doi.org/10.1016/j.matdes.2020.108911
Progress in Polymer Science 2024;157:101874. https://doi.org/10.1016/j.progpolymsci.2024.101874.
Strongly aligned materials or multiaxial forming paths will require an explicit orthotropic extension of the elastic stiffness and possibly of the viscoplastic flow rule.
Composites Science and Technology 2025;273:111353. https://doi.org/10.1016/j.compscitech.2025.111353
Materials & Design 2020. https://doi.org/10.1016/j.matdes.2020.108911
Progress in Polymer Science 2024;157:101874. https://doi.org/10.1016/j.progpolymsci.2024.101874.
Online since: July 2014
Authors: Chun Hui Fang, Xue Wang
Stress and Deformation Analysis of Concrete Face Rockfill Dam
Based on ABAQUS
Chunhui Fang 1,a*, Xue Wang 2,b
1 Zhejiang Institute of Hydraulics & Estuary, No. 50 East Feng Qi Road, Hangzhou, Zhejiang, China
2 Zhejiang Tongji Vocational College of Science and Technology, No. 8 Guihua 2 Road,
Qianjiang science park, Xiaoshan, Hangzhou, Zhejiang, China
amango210@126.com, bzjtjsnow@126.com
Keywords: ABAQUS, Concrete Face Rockfill Dam, Stress, Deformation.
Constitutive Model Constitutive Model of Rockfill Material.
Secondary Development of Constitutive Model of Material and Contact UMAT Secondary Development of Duncan E-B Model.
This new approach includes secondary development of Duncan E-B material model and Goodman frictional model.
Journal of Hydroelectric Engineering, 2011, 30(6): 80-84.
Constitutive Model Constitutive Model of Rockfill Material.
Secondary Development of Constitutive Model of Material and Contact UMAT Secondary Development of Duncan E-B Model.
This new approach includes secondary development of Duncan E-B material model and Goodman frictional model.
Journal of Hydroelectric Engineering, 2011, 30(6): 80-84.
Online since: July 2014
Authors: Wei Sun
However, in the treatment of waste water with low concentrations, this method has a low removal rate and a high operating costs and material costs.
Environmental Science Progress,1997,12(5)
Foreign Environmental Science and Technology, 1995,2:10 ~ 16
[8] Chen Yongsheng, Sun Qijun Study on bio-sorption of heavy metals [J] Environmental Science Progress, 1997,5 (6): 34 ~ 43
Journal of Hazardous Materials,2008,158:228~256
Environmental Science Progress,1997,12(5)
Foreign Environmental Science and Technology, 1995,2:10 ~ 16
[8] Chen Yongsheng, Sun Qijun Study on bio-sorption of heavy metals [J] Environmental Science Progress, 1997,5 (6): 34 ~ 43
Journal of Hazardous Materials,2008,158:228~256
Online since: May 2012
Authors: Ji Liang Zheng, Yi Huang, Zi Qiang Wang
kg/t
0.05
0.012
Oil pollutant emission
kg/t
0.075
0.009
Eutrophication pollutants emission
kg/t
0.1
0.009
Waste water emission
t/t
0.5
0.060
Sulfur emission
kg/t
9.6
0.009
nitrogen oxides emission
kg/t
5
0.007
Waste gas emission
Nm3/t
2300
0.024
Waste residue emission
t/t
0.18
0.030
Energy resources consumption index
0.292
Power consumption(Electricity /Coal/Petrol/Gas)
Kgce/t
140
0.080
Fresh water consumption
t/t
3.0
0.031
Primary material consumption
t/t
3.5
0.181
Comprehensive evaluation method selection and grade partition
(1) Comprehensive evaluation method selection.
However, it also should be noticed that its waste gas and waste water emission are higher than the reference value while its primary material consumption is larger than that of the advanced enterprises.
Acknowledgements This work was financially supported by National Natural Science Foundation Research Program (P.R.
China), No. 71063012, National Education Department Social Science Foundation Research Program, No. 09YJA630056 References [1] Xiaoyan Shi.
Xi’an Shiyou University Journal (Social science edition), 2005,1 5(2):49-54 (in Chinese) [2] Caihong Li.
However, it also should be noticed that its waste gas and waste water emission are higher than the reference value while its primary material consumption is larger than that of the advanced enterprises.
Acknowledgements This work was financially supported by National Natural Science Foundation Research Program (P.R.
China), No. 71063012, National Education Department Social Science Foundation Research Program, No. 09YJA630056 References [1] Xiaoyan Shi.
Xi’an Shiyou University Journal (Social science edition), 2005,1 5(2):49-54 (in Chinese) [2] Caihong Li.
Online since: December 2010
Authors: Guo Hong Huang, Guo Rong Duan, Xin Wang, Ying Gong
Preparation and Physicochemical Properties of Concrete Slump-loss Resistance Agent for Small Slump
Guorong Duan1,2, a, Guohong Huang1,b, Xin Wang2,c, Ying Gong1,d
1Ruidi Engineering & Technology Center, Nanjing Hydraulic Research Institute, Nanjing, 210024, China
2Key Laboratory for Soft Chemistry and Functional Materials of Ministry Education, Nanjing University of Science and Technology, Nanjing, 210094, China
aduangr2003@yahoo.com.cn, bghhuang@nhri.cn, cwangx@njust.edu.cn, dgymm1984@163.com
Keywords: Comb-Shaped; Polycarboxylate; Slump-Loss; Small Slump Concrete; Conductivity
Abstract.
Acknowledgements Jiangsu Province Natural Science Foundation(Grant.
No. 0901008C)and China Postdoctoral Science Foundation(Grant.
Vol. 35(2005), p1882 [3] Pu Lin, Xuehong Huang, Lidan Weng: Journal of Fujian Normal University (Natural Science Edition).
Vol. 260(2005), p173 [6] Qianping Ran, Qian Tian, Jiaping Liu: Journal of Basic Science and Engineering.
Acknowledgements Jiangsu Province Natural Science Foundation(Grant.
No. 0901008C)and China Postdoctoral Science Foundation(Grant.
Vol. 35(2005), p1882 [3] Pu Lin, Xuehong Huang, Lidan Weng: Journal of Fujian Normal University (Natural Science Edition).
Vol. 260(2005), p173 [6] Qianping Ran, Qian Tian, Jiaping Liu: Journal of Basic Science and Engineering.
Online since: August 2013
Authors: Shuo Xing, Yun Xia Wang
When the cushion materials are different (the cushion modulus are different), its effect is different.
Science Technology and Engineering, 2012,12(16): 4030~4033
Site Investigation Science and Technology, 2010(3):28~31
Journal of Liaoning Technical University(Natural Science), 2008,27(1):63~65
Journal of Hohai University(Natural Sciences), 2006,34(3):321~324
Science Technology and Engineering, 2012,12(16): 4030~4033
Site Investigation Science and Technology, 2010(3):28~31
Journal of Liaoning Technical University(Natural Science), 2008,27(1):63~65
Journal of Hohai University(Natural Sciences), 2006,34(3):321~324
Online since: May 2012
Authors: Fei Dong, Wen Qi Peng, Xiao Bo Liu
The designed water stage is 332.59m which occurred in August, 2006, and this data is obtained from the materials which are provided by Shizitan Hydropower General Station.
Journal of environmental sciences.
Beijing, Science Press, 2010.
Chongqing Environmental Science.
Journal of Soil and Water Conservation.
Journal of environmental sciences.
Beijing, Science Press, 2010.
Chongqing Environmental Science.
Journal of Soil and Water Conservation.
Online since: January 2012
Authors: Xian Jun Lu, Zhi Ming Wang, Peng Wu, Xiao Dong Liu, Jun Qiu
Materials and Methods
The bentonites samples were collected from Weifang in Shandong province of China.
Acknowledgements This work was financially supported by the Shandong Province Natural Science Foundation “Research on Adsorption mechanism of Alkylammonium with different structure in different Montmorillonite inter-layer space (No:ZR2011EEM022)”, National Natural Science Foundation “Study on the Structure and Colloidal Properties of Montmorillonite/Alkylammonium Complexes (No:50774050)” .
Thanks for the support from Shandong Province Natural Science Fund Committee and the National Natural Science Fund Committee.
Yu, B.Yang: Journal of Hefei University of Technology, Vo1.20, No.2, p.29-33
Lu, G.Wang: Advanced Materials Research ,Vol.284-286 (2011), p. 2420-2426
Acknowledgements This work was financially supported by the Shandong Province Natural Science Foundation “Research on Adsorption mechanism of Alkylammonium with different structure in different Montmorillonite inter-layer space (No:ZR2011EEM022)”, National Natural Science Foundation “Study on the Structure and Colloidal Properties of Montmorillonite/Alkylammonium Complexes (No:50774050)” .
Thanks for the support from Shandong Province Natural Science Fund Committee and the National Natural Science Fund Committee.
Yu, B.Yang: Journal of Hefei University of Technology, Vo1.20, No.2, p.29-33
Lu, G.Wang: Advanced Materials Research ,Vol.284-286 (2011), p. 2420-2426
Online since: June 2012
Authors: Jing Jin, Si Si Cui, Jie Cao, Dong Yin Zhang, Jian Peng Xue, Yue Qing Gu
Materials
Polyethylene glycol 400(PEG400), tosyl chloride (TsCl), phthalimide and hydrazine hydrate were all purchased from Huakang Technology Company (Jiangsu, China).
Vol. 63 (2011), p. 170 [3] C.A.Stuart, S.T.Huck, J.Genzer, M.Muller, C.Ober, M.Stamm, G.B.Sukhorukov, I.Szleifer, V.V.Tsukruk, M.Urban, F.Winnik, S.Zausher, I.Luzinov, and S.Minko: Nature Materials.
Vol. 9 (2010), p. 101 [4] H.Wei, S.X.Cheng, X.Z.Zhang, and R.X.Zhuo: Progress in Polymer Science.
Vol. 34 (2009), p. 893 [5] S.Ganta, H.Devalapally, A.Shahiwala, and M.Amiji; Journal of Controlled Release.
Vol. 126 (2008), p. 187 [6] N.Rapoport: Progress in Polymer Science.
Vol. 63 (2011), p. 170 [3] C.A.Stuart, S.T.Huck, J.Genzer, M.Muller, C.Ober, M.Stamm, G.B.Sukhorukov, I.Szleifer, V.V.Tsukruk, M.Urban, F.Winnik, S.Zausher, I.Luzinov, and S.Minko: Nature Materials.
Vol. 9 (2010), p. 101 [4] H.Wei, S.X.Cheng, X.Z.Zhang, and R.X.Zhuo: Progress in Polymer Science.
Vol. 34 (2009), p. 893 [5] S.Ganta, H.Devalapally, A.Shahiwala, and M.Amiji; Journal of Controlled Release.
Vol. 126 (2008), p. 187 [6] N.Rapoport: Progress in Polymer Science.
Online since: December 2013
Authors: Martin Geier, André J. Souza
Despites cutting parameters influence in turning processes are practically well understood, the development of new materials and cutting tools demands a constant review on its role on process performance.
Cutting Parameters and Surface Finish Taking into consideration the material removal rate and machined surface, the values adopted for the cutting parameters can be large or small, depending on demand and availability of materials and tools.
In roughing operations there is not much concern with the surface finish, since the goal is a high rate of material removal over a certain tool life.
Kratz, “Forces in hard turning of 51CrV4 with wiper cutting tool,” Tsinghua Science and Technology, vol. 11, no. 5, pp. 501–506, 2006
Wanat, “Surface finish generated in hard turning of quenched alloy steel parts using conventional and wiper ceramic inserts,” International Journal of Machine Tools and Manufacturing., vol. 46, no. 15, pp. 1988–1995, 2006
Cutting Parameters and Surface Finish Taking into consideration the material removal rate and machined surface, the values adopted for the cutting parameters can be large or small, depending on demand and availability of materials and tools.
In roughing operations there is not much concern with the surface finish, since the goal is a high rate of material removal over a certain tool life.
Kratz, “Forces in hard turning of 51CrV4 with wiper cutting tool,” Tsinghua Science and Technology, vol. 11, no. 5, pp. 501–506, 2006
Wanat, “Surface finish generated in hard turning of quenched alloy steel parts using conventional and wiper ceramic inserts,” International Journal of Machine Tools and Manufacturing., vol. 46, no. 15, pp. 1988–1995, 2006