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Online since: April 2026
Authors: Antonello Astarita, Barbara Palmieri, Fausto Tucci, Alessia Serena Perna, Antonio Viscusi, Alfonso Martone
These features made the composite materials particularly appealing for both high performance and sustainability during the in-service life [2].
The mechanical behavior of these multi-phase materials is based on the capability of precisely orienting the continuous reinforcing filaments [3].
The numerical approaches, previously implemented and validated on conventional materials, are applied in this study considering an innovative vitrimeric matrix.
Elharfi, “Polymer composite materials: A comprehensive review,” Apr. 15, 2021, Elsevier Ltd. doi: 10.1016/j.compstruct.2021.113640
Carlone, “Defects Reduction in the Robotic Layup Process,” in Key Engineering Materials, Trans Tech Publications Ltd, 2022, pp. 1437–1444. doi: 10.4028/p-7v9349
The mechanical behavior of these multi-phase materials is based on the capability of precisely orienting the continuous reinforcing filaments [3].
The numerical approaches, previously implemented and validated on conventional materials, are applied in this study considering an innovative vitrimeric matrix.
Elharfi, “Polymer composite materials: A comprehensive review,” Apr. 15, 2021, Elsevier Ltd. doi: 10.1016/j.compstruct.2021.113640
Carlone, “Defects Reduction in the Robotic Layup Process,” in Key Engineering Materials, Trans Tech Publications Ltd, 2022, pp. 1437–1444. doi: 10.4028/p-7v9349
Online since: November 2015
Authors: R. Sellamuthu, Karthik V. Shankar
Materials Science and Engineering A, 527 (2010) 769-781
International Journal of Microstructure and Material Properties, 7 (2012) 316-328
Materials characterization, 59 (2008) 156-1530
Journal of Engineering Science and Technology, 2013
Scripta Materials, 40 (1) (1998) 1-6
International Journal of Microstructure and Material Properties, 7 (2012) 316-328
Materials characterization, 59 (2008) 156-1530
Journal of Engineering Science and Technology, 2013
Scripta Materials, 40 (1) (1998) 1-6
Online since: September 2017
Authors: V.V. Krymsky, Nataliya Shaburova, V.F. Balakirev
Han, Effect of Power Ultrasound on Solidification of Aluminum A356 alloy, Materials Letters, 59 (2005) 190-193
Prokic, Influence of Ultrasonic Melt Treatment on Microstructure and Mechanical Properties of AlSi9Cu3 Alloy, Journal of Materials Processing Technology, 211 (2011) 1729-1735
[8] Xinbao Liu, Yoshiaki Osawa, Susumu Takamori, Toshiji Mukai, Microstructure and Mechanical Properties of AZ91 Alloy Produced with Ultrasonic Vibration, Materials Science and Engineering A, 487 (2008) 120-123
[11] Liu Qingmei, Zhang Yong, Song Yaoling, Qi Feipeng, Zhai Qijie, Influence of Ultrasonic Vibration on Mechanical Poperties and Microstructure of 1Cr18Ni9Ti Stainless Steel, Materials and Design, 28 (2007) 1949-1952
Zhai, Feipeng Qi, Yong Zhang, Effects of Power Ultrasonic Treatment on Microstructure and Mechanical Properties of T10 Steel, Materials Letters, 61 (2007) 2422-2425
Prokic, Influence of Ultrasonic Melt Treatment on Microstructure and Mechanical Properties of AlSi9Cu3 Alloy, Journal of Materials Processing Technology, 211 (2011) 1729-1735
[8] Xinbao Liu, Yoshiaki Osawa, Susumu Takamori, Toshiji Mukai, Microstructure and Mechanical Properties of AZ91 Alloy Produced with Ultrasonic Vibration, Materials Science and Engineering A, 487 (2008) 120-123
[11] Liu Qingmei, Zhang Yong, Song Yaoling, Qi Feipeng, Zhai Qijie, Influence of Ultrasonic Vibration on Mechanical Poperties and Microstructure of 1Cr18Ni9Ti Stainless Steel, Materials and Design, 28 (2007) 1949-1952
Zhai, Feipeng Qi, Yong Zhang, Effects of Power Ultrasonic Treatment on Microstructure and Mechanical Properties of T10 Steel, Materials Letters, 61 (2007) 2422-2425
Online since: June 2014
Authors: Xin Quan Wang, Shi Min Zhang, Hong Liu, Ying Sheng Huang, Juan Liao
Acknowledgements
This material is based upon work funded by Zhejiang Provincial Natural Science Foundation of China under Grant No.
LQ12E09002; Project(51308497) supported by National Natural Science Foundation of China.
Chinese Journal of Underground Space and Engineering, 2009, 5: 1696-1703(in Chinese)
Chinese Journal of Structural Engineers, 2011, 1:146-150 (in Chinese)
Chinese Journal of Geotechnical Engineering, 2009, 31(3): 452-457.
LQ12E09002; Project(51308497) supported by National Natural Science Foundation of China.
Chinese Journal of Underground Space and Engineering, 2009, 5: 1696-1703(in Chinese)
Chinese Journal of Structural Engineers, 2011, 1:146-150 (in Chinese)
Chinese Journal of Geotechnical Engineering, 2009, 31(3): 452-457.
Online since: October 2012
Authors: Tian Xing Lin, Miao Miao Gui, Chong Sheng Zeng, Ming Zi Gong, Xin Qi Guo, Jun Xiu Liu
Influence of Superplasticizer on Anti-carbonation property of concrete
ZENG Chongsheng1, a, Gong Mingzi1, b, GUI Miaomiao 1, c, Guo Xinqi2, d, Liu Junxiu3, e, Lin Tianxing2, f
1Xiamen Academy of Building Research Group Co, .LTD, XiaMen, 361004, China
2Fujian Prominent Science New Materials Co, .LTD, XiaMen, 361004, China
3Xiamen TianRun Jinlong Building material Co, .LTD, XiaMen, 361009, China;
a82888044@qq.com, b 573212643@qq.com, cmututu@126.com, dgxq00008@163.com, e xiayudoudou@163.com, fltxtig@sina.com
Keywords: superplasticizer; low strength concrete; Carbonation depth
Abstract: It investigated the influence of superplasticizer on anti-carbonation property of different strength grade concrete with seven kinds of polycarboxylate superplasticizer.
Experimental details 2.1 Materials In the study, Ordinary Portland cement (P.O 42.5), fly ash (FA, Class II) and Ground blast furnace slag (S95) were used as binder in the mix proportions.
For high strength concrete (A3) with low water-binder ratio, less porosity and more cementing materials, concrete was denser and contained more Ca(OH)2 per unit volume.
[4] Sulapha P, Wong S F, Wee TH, et al:Journal of materials in civil engineering,2003,15(2): 134-143
[7] Linde Yang, Hongke Pan, Yanzhi Zhu, et al:Journal of Building Materials(2008), p.345-348, in Chinese
Experimental details 2.1 Materials In the study, Ordinary Portland cement (P.O 42.5), fly ash (FA, Class II) and Ground blast furnace slag (S95) were used as binder in the mix proportions.
For high strength concrete (A3) with low water-binder ratio, less porosity and more cementing materials, concrete was denser and contained more Ca(OH)2 per unit volume.
[4] Sulapha P, Wong S F, Wee TH, et al:Journal of materials in civil engineering,2003,15(2): 134-143
[7] Linde Yang, Hongke Pan, Yanzhi Zhu, et al:Journal of Building Materials(2008), p.345-348, in Chinese
Online since: March 2011
Authors: Min Li Zheng, Shu Cai Yang, Yi Hang Fan, W. Xu
(2) Workpiece and tool material
Third Wave Advantedge provides kinds of materials and the standard material model has been used in the FEM.
The workpiece material is hardened steel 12 CrMoV and the tool material is cemented carbide
Journal of Materials Processing Technology, 141 (2003) 284–293
Journal of Materials Processing Technology 148 (2004) 147–153
Journal of Materials Processing Technology, 146 (2004) 72–81.
The workpiece material is hardened steel 12 CrMoV and the tool material is cemented carbide
Journal of Materials Processing Technology, 141 (2003) 284–293
Journal of Materials Processing Technology 148 (2004) 147–153
Journal of Materials Processing Technology, 146 (2004) 72–81.
Online since: February 2024
Authors: S. Dharani Kumar, Loganathan Prabhu, S. Sathish, S. Gokul Kumar, K. Namburigha, A. Naveen Kumar, M. Ragul Kumar, P.M. Ravishankar, S.P. Saravanagowri, K.M. Shobika
Materials and Methods
1.1.
Journal of composite materials (2005);39(7):633-646 [8] Wang B, Panigrahi S, Tabil L & Crerar W.
Materials and design (2014);64:194:202
Chinese Journal of Polymer Science 2013; 31 (3):521–29
Materials Today: Proceedings. 2021 Mar 3
Journal of composite materials (2005);39(7):633-646 [8] Wang B, Panigrahi S, Tabil L & Crerar W.
Materials and design (2014);64:194:202
Chinese Journal of Polymer Science 2013; 31 (3):521–29
Materials Today: Proceedings. 2021 Mar 3
Online since: March 2012
Authors: Hong Xin Yang
Journal of Business Logistics, 2000, 21 (2):47-69
Commercial Carrier Journal, 1999,156 (10):157-158
Applied Mechanics and Materials, 2011 v 106, p 641-645
[15] Meng, Haoyu; Tian, Qiming; Zhang, Dejia .Study on teaching reform of e-commerce with the mode of combining research and teaching based on propriate teaching materials[J].
Communications in Computer and Information Science, v 218 CCIS, n PART 5, p 303-308, 2011
Commercial Carrier Journal, 1999,156 (10):157-158
Applied Mechanics and Materials, 2011 v 106, p 641-645
[15] Meng, Haoyu; Tian, Qiming; Zhang, Dejia .Study on teaching reform of e-commerce with the mode of combining research and teaching based on propriate teaching materials[J].
Communications in Computer and Information Science, v 218 CCIS, n PART 5, p 303-308, 2011
Online since: November 2012
Authors: Xian Feng Huang, Yan Yang, Zong Xiao Yang
The goal of this paper is to predict the sound reduction index of a double-leaf panel varied with thickness of wooden studs and materials by the statistical energy analysis (SEA).
(13) Therefore, the formula of the sound insulation of the double wall is Comparison between the predicted and measured data Three configurations of double-leaf lightweight panels with different building material are listed in Tab.1.The size of these walls are set to l=4m, w=3m Tab.1 Properties of the double walls Double wall The member of the wall Dimensions m Density kg/m3 Young's modulus N/m2×109 Double wall 1 (50mm) Plasterboard(side 1) 4×3×0.0125 710 2.52 Plasterboard(side 2) 4×3×0.0125 806 2.12 Frame 3×0.050×0.050 380 7.64 Double wall 2 (100mm) Plasterboard(side 1) 4×3×0.0125 710 2.52 Plasterboard(side 2) 4×3×0.0125 806 2.12 Frame 3×0.050×0.100 475 8.24 Double wall 3 (150mm) Chipboard(side 1) 4×3×0.018 678 1.49 Plasterboard(side 2) 4×3×0.0125 801 2.22 Frame 3×0.050×0.150 469 6.94 The sound insulation of these double walls
Huang : Journal of Harbin Institute of Technology.
Huang: Journal of Guangxi University (Natural Science Edition).
[5] The institute of the building physics of the building science research institute in China: The sound insulation of the envelope structure of the building (The Chinese press of building & industry, 1980).
(13) Therefore, the formula of the sound insulation of the double wall is Comparison between the predicted and measured data Three configurations of double-leaf lightweight panels with different building material are listed in Tab.1.The size of these walls are set to l=4m, w=3m Tab.1 Properties of the double walls Double wall The member of the wall Dimensions m Density kg/m3 Young's modulus N/m2×109 Double wall 1 (50mm) Plasterboard(side 1) 4×3×0.0125 710 2.52 Plasterboard(side 2) 4×3×0.0125 806 2.12 Frame 3×0.050×0.050 380 7.64 Double wall 2 (100mm) Plasterboard(side 1) 4×3×0.0125 710 2.52 Plasterboard(side 2) 4×3×0.0125 806 2.12 Frame 3×0.050×0.100 475 8.24 Double wall 3 (150mm) Chipboard(side 1) 4×3×0.018 678 1.49 Plasterboard(side 2) 4×3×0.0125 801 2.22 Frame 3×0.050×0.150 469 6.94 The sound insulation of these double walls
Huang : Journal of Harbin Institute of Technology.
Huang: Journal of Guangxi University (Natural Science Edition).
[5] The institute of the building physics of the building science research institute in China: The sound insulation of the envelope structure of the building (The Chinese press of building & industry, 1980).
Online since: March 2025
Authors: Rosmariani Arifuddin, Luis Ode Putra, Irwan Ridwan Rahim
The vital role of the construction industry is cooperation through relations from various other sectors, such as the material processing industry, energy, finance, transportation, and mining.
· Based on the time factor, the rank order of the disputes is climate change, work that is not according to the specified schedule, and delay in providing materials and tools
· Based on the cost factor, the ranking of disputes is obtained by increasing the price of materials and wages, disputes and delays related to payment, and contractor errors in submitting prices during tenders.
Based on the cost figure, disputes are ranked by expanding the cost of materials and compensation, debate and delays related to instalment, and temporary worker mistakes in submitting expenses amid tenders
The most influential cost factor is the increase in material prices and wages.
· Based on the time factor, the rank order of the disputes is climate change, work that is not according to the specified schedule, and delay in providing materials and tools
· Based on the cost factor, the ranking of disputes is obtained by increasing the price of materials and wages, disputes and delays related to payment, and contractor errors in submitting prices during tenders.
Based on the cost figure, disputes are ranked by expanding the cost of materials and compensation, debate and delays related to instalment, and temporary worker mistakes in submitting expenses amid tenders
The most influential cost factor is the increase in material prices and wages.