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Wei Wu
Researcher at Nanyang Technological University
Publications - 527
Citations - 13013
Wei Wu is an academic researcher from Nanyang Technological University. The author has contributed to research in topics: Constitutive equation & Granular material. The author has an hindex of 47, co-authored 502 publications receiving 9587 citations. Previous affiliations of Wei Wu include Eppley Institute for Research in Cancer and Allied Diseases & Huazhong University of Science and Technology.
Papers
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Journal ArticleDOI
High Mobility MoS2 Transistor with Low Schottky Barrier Contact by Using Atomic Thick h-BN as a Tunneling Layer
Jingli Wang,Qian Yao,Chun Wei Huang,Xuming Zou,Lei Liao,Shanshan Chen,Zhiyong Fan,Kai Zhang,Wei Wu,Xiangheng Xiao,Changzhong Jiang,Wen-Wei Wu +11 more
TL;DR: High-performance MoS2 transistors are developed using atomic hexagonal boron nitride as a tunneling layer to reduce the Schottky barrier and achieve low contact resistance between metal and MoS1.
Book
The global journalist : news people around the world
David H. Weaver,Wei Wu +1 more
TL;DR: In this article, reports of systematic surveys of journalists in 21 countries are presented, taking a global perspective on the demographics, education, socialization, professionalization, and working conditions of journalists.
Journal ArticleDOI
Theoretical study of the effects of alloying elements on the strength and modulus of β-type bio-titanium alloys
TL;DR: In this paper, a theoretical methodology for the design and development of low modulus Ti alloys and/or structures is provided by means of electronic structural calculations using the discrete variational cluster method (DVM).
Journal ArticleDOI
Hypoplastic constitutive model with critical state for granular materials
TL;DR: In this article, a hypoplastic constitutive model for the three-dimensional nonlinear stress-strain and dilatant volume change behavior of granular materials is presented.
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Optimum content of copper slag as a fine aggregate in high strength concrete
TL;DR: In this paper, the mechanical properties of high strength concrete incorporating copper slag as a fine aggregate were investigated and it was concluded that less than 40% copper slags as sand substitution can achieve a high-strength concrete that comparable or better to the control mix, beyond which its behaviors decreased significantly.