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Online since: September 2015
Authors: Matthias Oechsner, Isabell Brunner, Desislava Veleva, Jörg Beyer
VHCF strength of helical compression springs - Influence of heat treatment temperature before shot peening
Isabell Brunner1, a *, Desislava Veleva1, b, Jörg Beyer1, c, Matthias Oechsner1, d
1State Materials Testing Institute Darmstadt, Chair and Institute for Materials Science, Technische Universität Darmstadt, 64283 Darmstadt, Germany
abrunner@mpa-ifw.tu-darmstadt.de, bveleva@mpa-ifw.tu-darmstadt.de,
cbeyer@mpa-ifw.tu-darmstadt.de, doechsner@mpa-ifw.tu-darmstadt.de,
*corresponding author
Keywords: Helical compression springs, SiCr-alloyed valve spring steel, very high cycle fatigue test, heat treatment temperature
Abstract.
To analyse the influence of different materials and production parameters on the VHCF fatigue strength of helical compression springs, a project was initiated at the Institute for Materials Technology at the Technische Universität Darmstadt [2].
By adjusting production parameters, the reliability of helical compression springs can be improved for a very high number of cycles even for cost-efficient spring wire materials.
Vol. 4, Elsevier Science Pub.
Sonsino, Course of SN curves especially in the high-cycle fatigue regime with regard to component design and safety, International Journal of Fatigue 29, 2007
To analyse the influence of different materials and production parameters on the VHCF fatigue strength of helical compression springs, a project was initiated at the Institute for Materials Technology at the Technische Universität Darmstadt [2].
By adjusting production parameters, the reliability of helical compression springs can be improved for a very high number of cycles even for cost-efficient spring wire materials.
Vol. 4, Elsevier Science Pub.
Sonsino, Course of SN curves especially in the high-cycle fatigue regime with regard to component design and safety, International Journal of Fatigue 29, 2007
Online since: February 2011
Authors: Hui Ping Lin, Xu Wei Zhu, Wei Ping Li, Li Liu, Zhao Hui Xie
Introduction
The Supply chain is a network of suppliers, factories, warehouse, distribution canters and retailers through which materials are required, transformed and delivered to customers.
M., 2002, On the complementary value of accurate demand information and production and supplier flexibility, Manufacturing and Service Operations Management 4(2), 99-113 [2] Raghunathan, S., 2003, Impact of demand correlation on the value of and incentives for information sharing in a supply chain, European Journal of Operational Research 146, 634-649 [3] Lin, F., Huang, S. and Lin, S., 2002, Effects of information sharing on supply chain performance in electronic commerce, IEEE Transactions on Engineering Management 49(3), 258-268 [4] Cachon, G. and Fisher, M., 2000, Supply chain inventory management and the value of shared information, Management Science 46(8), 1032-1048 [5] Yu, Z., Yan, H. and Cheng, T.C.E., 2001, Benefits of information sharing with supply chain partnerships, Industrial Management & Data Systems 101(3), 114-11 [6] Michael Grean, Michael J.
M., 2002, On the complementary value of accurate demand information and production and supplier flexibility, Manufacturing and Service Operations Management 4(2), 99-113 [2] Raghunathan, S., 2003, Impact of demand correlation on the value of and incentives for information sharing in a supply chain, European Journal of Operational Research 146, 634-649 [3] Lin, F., Huang, S. and Lin, S., 2002, Effects of information sharing on supply chain performance in electronic commerce, IEEE Transactions on Engineering Management 49(3), 258-268 [4] Cachon, G. and Fisher, M., 2000, Supply chain inventory management and the value of shared information, Management Science 46(8), 1032-1048 [5] Yu, Z., Yan, H. and Cheng, T.C.E., 2001, Benefits of information sharing with supply chain partnerships, Industrial Management & Data Systems 101(3), 114-11 [6] Michael Grean, Michael J.
Online since: August 2012
Authors: Da Peng Fan, Zhi Yong Zhang, Ya Fei Lu, Mo Hei
Acknowledgements
This research is supported by National Natural Science Foundation of China (No. 51135009), Hunan Provincial Innovation Foundation for Postgraduate (No.CX2011B014) and Innovation Foundation for Postgraduate of National University of Defense Technology (No.B110303).
[3] Y.F Lu, D.P Fan, D.J Sheng, et al: Advanced Materials Research Vol. 305 (2011), pp. 37-41
[8] Zui H, Shinke T and Namita Y.H : Journal of Structural Engineering, Vol. 122(1996), pp. 651-656
[3] Y.F Lu, D.P Fan, D.J Sheng, et al: Advanced Materials Research Vol. 305 (2011), pp. 37-41
[8] Zui H, Shinke T and Namita Y.H : Journal of Structural Engineering, Vol. 122(1996), pp. 651-656
Online since: August 2013
Authors: Gang Yu, Lu Ying Sheng, Mi Mi Guo
[2] GAO Fei, LI Jianling, ZHAO Shuhong and WANG Zidong: submitted to Electronic Components & Materials (2009)
[3] Zhan Shi, Yuhong Li, Li Han and Jian Ma: submitted to Lecture Notes in Computer Science (2009)
[4] Information on http://www.nasa.gov/ [5] Ming Ye, Huiwen Wang, Wei Kou: submitted to Journal of Systems & Management (2010)
[3] Zhan Shi, Yuhong Li, Li Han and Jian Ma: submitted to Lecture Notes in Computer Science (2009)
[4] Information on http://www.nasa.gov/ [5] Ming Ye, Huiwen Wang, Wei Kou: submitted to Journal of Systems & Management (2010)
Online since: January 2014
Authors: Jian Guo Liu, Xiao Jun Zhou, Lu Lu Mao
Acknowledgements
The authors wish to express their appreciation to the National Natural Science Foundation of China (No. 51378436) and Fundamental Research Funds for the Central Universities (SWJTU11ZT33) for its financial support.
Advanced Materials Research2013,Vols: 671-674,pp1122-1125
Chinese Journal of Underground Space and Engineering.Vol.9,No.4 pp0884-0895,2013 [3] Zhou Xiaojun, Zhou Jiamei.Urban Metro and Light Rail Transit(in Chinese).
Advanced Materials Research2013,Vols: 671-674,pp1122-1125
Chinese Journal of Underground Space and Engineering.Vol.9,No.4 pp0884-0895,2013 [3] Zhou Xiaojun, Zhou Jiamei.Urban Metro and Light Rail Transit(in Chinese).
Online since: February 2014
Authors: Yue Xin Wang, Zhi Fang Zhang, Yu Ting Guo
Simulation and Optimization of Flow Field in the Mold of Slab continuous casting
Yuexin Wang 1, a, Zhifang Zhang 2,b, Yuting Guo3, a
1Dept. of Physics and Mechanical Electronic Engineering, Longyan Institute, Longyan - 364012 – China
2Research Institute of Highway Ministry of Transport, Beijing 100088 – China
3Dept. of Life Sciences, Longyan Institute, Longyan - 364012 – China
awyx11111@163.com
bzf.zhang@rioh.cn
cxhs2796127@163.com
Keyword: mold; submerged nozzle; simulating; optimization
Abstract: For a period of time, because of a steel factory’s frequent breakout , through monitoring the breakout slab cover, One of the important reasons for breakout is unreasonable flow field distribution in the mold.
Journal of System Simulation , 2003 , 15 (4) :472-475
Metallurgical and Materials Transactions B,1996,27B(8):757
Journal of System Simulation , 2003 , 15 (4) :472-475
Metallurgical and Materials Transactions B,1996,27B(8):757
Online since: December 2011
Authors: Liang Jia
Filling of retaining wall used 3-D solid 8-node unit and Mohr-Coulomb material failure criterion.
The axial force of middle reinforcement strip layer(5 layer,6 layer,7 layer,8 layer,9 layer,10 layer,11 layer) increased significantly.It is pointed that the maximum tension increases by 1.45 kN.Among them, the axial force of difference reinforcement strip compared with before and after earthquake, respectively increased by 4.8%,7.3%,8.7%,9.2%,11.1%,12.1%,13.1%,14%,15%,16.2%,15.8%,10.0%.This main caused by filling material soil body stress metastasis of soil body stress after earthquake.
Acknowledge This research is supported by National Natural Science Foundation Project(grant number: 509781295) and Alumni Foundation of Civil Engineering 77, Lanzhou University of Technology(TM-TJ-1001).
Journal of Performance of Constructed Facilities, ASCE, 2006, 20(3):287-299 [5]H.Nour,A.
The axial force of middle reinforcement strip layer(5 layer,6 layer,7 layer,8 layer,9 layer,10 layer,11 layer) increased significantly.It is pointed that the maximum tension increases by 1.45 kN.Among them, the axial force of difference reinforcement strip compared with before and after earthquake, respectively increased by 4.8%,7.3%,8.7%,9.2%,11.1%,12.1%,13.1%,14%,15%,16.2%,15.8%,10.0%.This main caused by filling material soil body stress metastasis of soil body stress after earthquake.
Acknowledge This research is supported by National Natural Science Foundation Project(grant number: 509781295) and Alumni Foundation of Civil Engineering 77, Lanzhou University of Technology(TM-TJ-1001).
Journal of Performance of Constructed Facilities, ASCE, 2006, 20(3):287-299 [5]H.Nour,A.
Online since: March 2013
Authors: N.A. Karaseva, T.N. Ermolaeva
An EIA-based test [4] and the microbiological methods are recommended for the detection of staphylococcal enterotoxin A in food raw materials and animal food products, as well as the biological method is recommended for okadaic acid detection in marine products, deep-sea scallops, and mollusks [5].
Journal of Pharmaceutical Sciences.
Journal of Pharmaceutical Sciences.