Showing 121 - 140 results of 1,012 for search '(bee OR (((cheers OR (chees OR cheen)) OR steel) OR cheer))*', query time: 0.16s Refine Results
  1. 121

    Study of high-strength concrete beam-column joints with high-yield strength steel reinforcement by Abdul Naufal Abdol Jabar

    Published 2016
    “…The test revealed that using high-yield strength steel reinforcement bars together with high-strength concrete resulted in improving the load-carrying capacity of the tested specimens. …”
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    Final Year Project (FYP)
  2. 122

    Review Of The Fatigue Performance Of Stainless Steel 316L Parts Manufactured By Selective Laser Melting by Zhang, Meng, Li, Hua, Zhang, Xiang, Hardacre, David

    Published 2016
    “…Therefore, this work reviews the formation and prevention of defects in the selective laser melting (SLM) process and examines their impact the quality of stainless steel 316L parts, using the fatigue properties as the main criteria. …”
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    Conference Paper
  3. 123

    Sources of value creation in China's iron and steel industry using dynamic panel data estimation by Ang, Jen Keng, Choo, Hui Ling, Chua, Yan Xuan

    Published 2008
    “…The objective of this study is to find out the sources of value creation among 100 Chinese firms in the iron and steel industry during the period 1990 to 2000 using dynamic panel data estimation.…”
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    Final Year Project (FYP)
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  8. 128

    Microstructure and mechanical properties of 3D-printed EH36 high strength low carbon steel by Peh, Zhi Hao

    Published 2021
    “…M&O industries often use High Strength Low Carbon steels such as API 5L X65 and ASTM A131 EH36 for their shipping construction and piping applications due to the great material properties of such materials. …”
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    Final Year Project (FYP)
  9. 129

    A unified approach for austenitic and ferritic stainless steel CHS beam-columns subjected to eccentric loading by Ma, You-Xin, Tan, Kang Hai

    Published 2022
    “…This paper develops a unified approach for assessing structural behaviour of austenitic and ferritic stainless steel circular hollow section (CHS) beam–columns​ under eccentric loading. …”
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    Journal Article
  10. 130

    Experimental and numerical investigations of hot-rolled stainless steel channel section columns susceptible to flexural buckling by Li, Shuai, Zhang, Lulu, Liang, Yating, Zhao, Ou

    Published 2022
    “…The obtained test and numerical data were then adopted to assess the accuracy of relevant design rules for hot-rolled stainless steel channel section columns failing by flexural buckling about the minor principal axis, as given in the European code and American design guide. …”
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    Journal Article
  11. 131

    Post-fire behaviour and resistances of S690 high strength steel welded I-section stub columns by Su, Andi, Jiang, Ke, Liang, Yating, Zhao, Ou

    Published 2022
    “…The cross-sectional behaviour and residual compression resistances of S690 high strength steel welded I-section stub columns after exposure to elevated temperatures up to 950 °C have been investigated, underpinned by testing and numerical modelling, and fully presented in this paper. …”
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    Journal Article
  12. 132

    Microstructure and tensile properties of binder jet printed 17–4 precipitation hardened martensitic stainless steel by Radhakrishnan, Jayaraj, Kumar, Punit, Gan, Soo Seong, Bryl, Alexis, McKinnell, Jim, Ramamurty, Upadrasta

    Published 2023
    “…Towards this end, the microstructure and tensile properties of 17-4 PH martensitic (α′) stainless steel fabricated using binder jet printing (BJP) were investigated and compared with those of the conventionally manufactured (CM) alloy. …”
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    Journal Article
  13. 133

    Additive manufacturing oriented parametric topology optimization design and numerical analysis of steel joints in gridshell structures by Zuo, Wenkang, Chen, Man-Tai, Chen, Yangyu, Zhao, Ou, Cheng, Bin, Zhao, Jincheng

    Published 2023
    “…A typical optimized joint made of 316L stainless steel was additively manufactured using selective laser melting.…”
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    Journal Article
  14. 134
  15. 135

    Predictive model for heat stress-related symptoms among steel mill workers in East Java, Indonesia by Nurhartonosuro, Imam Munajat, Md Tamrin, Shamsul Bahri, Mohd Suadi Nata, Dayana Hazwani, Karuppiah, Karmegam, Ng, Yee Guan, Pramudya Ananta, Gede

    Published 2023
    “…Methods: The study aimed to build a predictive model of heat stress-related symptoms in steel mill workers based on physiological and environmental parameters. …”
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    Article
  16. 136

    Life Cycle Cost and Evaluation of Performance between Steel Formwork and Plastic Formwork in Concrete Structure Building by Zamr, Irina Batrisyia, Balasbaneh, Ali Tighnavard

    Published 2024
    “…By doing the LCC, we obtained that plastic formwork costs RM12,639.60, and steel formwork is RM24,715.50. It shows that plastic formwork is 49% cheaper than steel formwork. …”
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    Article
  17. 137

    The Impact of Process Replacement on Sheet Metal Product Design: The Use of Steel Extrusions Versus Formed Sheet Metal by Yuan, Chenyu

    Published 2024
    “…This research suggests the use of extruded steel profiles as an alternative to traditional sheet metal components that pose challenges for automation, particularly heavy gauge narrow channels. …”
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    Thesis
  18. 138

    High cycle fatigue characterisation and modelling of 316L stainless steel processed by laser powder bed fusion by Zhang, Meng

    Published 2020
    “…Particular attention was paid to the high cycle fatigue properties because of the strong influence of manufacturing defects on fatigue crack initiation and the high cycle fatigue resistance. Using stainless steel 316L as the model material, the critical crack-initiating defects under controlled changes in processing parameters were examined. …”
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    Thesis-Doctor of Philosophy
  19. 139

    Mix design of porous asphalt mix (PAM) using steel slag as coarse aggregates for value-add applications by Erni Farisha Nor'Azhar

    Published 2021
    “…The optimum binder content for experimental group A (granite as coarse aggregate) was found to be 4.5%, 5.5% for experimental group B (steel slag as coarse aggregates) and 5% for experimental group C (both granite and steel slag as coarse aggregates). …”
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    Final Year Project (FYP)
  20. 140