Tensile deformation mechanism of propylene-1-butene random copolymer: The role of initial crystalline morphology

Polymer ◽  
2021 ◽  
pp. 124310
Author(s):  
Chengao Qian ◽  
Ying Zhao ◽  
Yu Wang ◽  
Chunbo Zhang ◽  
Dujin Wang
2019 ◽  
Vol 744 ◽  
pp. 324-334 ◽  
Author(s):  
Meng Wu ◽  
Wen Fang ◽  
Ruo-Meng Chen ◽  
Bo Jiang ◽  
Hai-Bo Wang ◽  
...  

2002 ◽  
Vol 753 ◽  
Author(s):  
Toshiya Sakata ◽  
Hiroyuki Y. Yasuda ◽  
Yukichi Umakoshi

ABSTRACTRole of the crystallography of Ni 3Al(γ') precipitates along grain boundaries of NiAl(β) in the mechanical properties was systematically investigated using β bicrystals with controlled orientations. γ' phase preferentially precipitated along βgrain boundaries showing a film-like shape. The selected variant of γ'-film satisfied the Kurdjumov-Sachs (K-S) relation with a neighboring βcrystal but it deviated from the relation with another adjacent βcrystal. In the course of tensile deformation at room temperature, fracture occurred preferentially at incoherent (β/γ') interphase boundary deviating from the K-S relation and the fracture stress decreased with increasing deviation angle. In contrast, the interphase boundary sliding occurred preferentially at irrational (β/γ') interface at 1073K. The sliding displacement increased with increasing deviation angle. Thus, the mechanical properties of β bicrystals with γ'-film were found to depend strongly on the interphase boundary character.


2016 ◽  
Vol 95 ◽  
pp. 247-255 ◽  
Author(s):  
Qiong Sheng ◽  
Yu Zhang ◽  
Chao Xia ◽  
Dashan Mi ◽  
Xiang Xu ◽  
...  

Author(s):  
Bin Sun ◽  
Zhiqiang Hu ◽  
Jin Wang

The crashworthiness of ship side structures should be taken into consideration during the structural design phase. When a ship is struck by a head-on collision, the main participants of the side structures include outer plating, longitudinal girders, transverse frames and the stiffeners attached on them. This paper is centered on establishing an integrated deformation mechanism program by identifying the theoretical deformation modes of the side structures, including the plating and stiffeners. The primary failure models of plating structures are the crushing, stretching and tearing modes, and a new crushing model of side plating structures subject to an ellipsoid-shaped indenter is proposed. As for the stiffeners on outer plating, the smeared thickness method is often used, but the role of the stiffeners cannot be traced clearly during the deformation process and the structural performance predictive accuracy may not be guaranteed. Therefore, a theoretical model of stiffeners is established in this paper, on purpose of providing deep insight of the deformation mechanism with reasonable accuracy. The expressions of resistance force of the side structures are also derived based on a study of the progressive deformation process of numerical simulation results and the plastic analytical methods. The accuracy of the analytical method is verified by numerical simulations using code LS_DYNA. The proposed analytical method can be used for quick assessment of the performances of ship side structures during ship collision.


2010 ◽  
Vol 288 (16-17) ◽  
pp. 1539-1549 ◽  
Author(s):  
Xiaoxi Li ◽  
Haiyan Wu ◽  
Ting Huang ◽  
Yunyun Shi ◽  
Yong Wang ◽  
...  

2012 ◽  
Vol 256-259 ◽  
pp. 125-128
Author(s):  
Jian Wei Zhang ◽  
Qing Mei Kong ◽  
Bo Wang

With the deepening of China's urbanization, the urban construction land in the mountainous areas is becoming increasingly tense, more and more bulidings pile had to be built on the hillsides. The pile is not only as foundation, but also have the role of reinforcement slope, its mechanical property is complex more than the anti-slide pile and ground piles under lateral load. Now the analysis against its bearing characteristics and deformation mechanism are not perfect, carrying out a thorough and meticulous research review is necessarily. Based on the review of current study on pile under icomplex loads, the present study provides a train of thought for further research on the behavior of pile under complex load.


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