scholarly journals Fracture simulation of structural steel at elevated temperature using XFEM technique

Author(s):  
Wenyu Cai
2017 ◽  
Vol 149 ◽  
pp. 186-201 ◽  
Author(s):  
Martin Neuenschwander ◽  
Markus Knobloch ◽  
Mario Fontana

2016 ◽  
Vol 34 (3) ◽  
pp. 172-178 ◽  
Author(s):  
Wei Wang ◽  
Xiaotao Zheng ◽  
Jiuyang Yu ◽  
Wei Lin ◽  
Chenggang Wang ◽  
...  

2018 ◽  
Vol 30 (5) ◽  
pp. 257-264 ◽  
Author(s):  
So-Yeong Kim ◽  
Da-Som Chu ◽  
Hee-Du Lee ◽  
Kyung-Jae Shin

2017 ◽  
Vol 314 ◽  
pp. 285-292 ◽  
Author(s):  
X.T. Zheng ◽  
K.W. Wu ◽  
W. Wang ◽  
J.Y. Yu ◽  
J.M. Xu ◽  
...  

2021 ◽  
Vol 11 (12) ◽  
pp. 5392
Author(s):  
Yonghyun Cho ◽  
Changkye Lee ◽  
Jurng-Jae Yee ◽  
Dong-Keon Kim

A series of earthquake events give impetus to research on the ductile fracture behavior of steel materials. In the last decades, many fracture models have been developed and utilized in the mechanical or aerospace engineering. Nevertheless, very little application to structural members used in the construction industry has been made due to the lack of a suitable model for the fracture behavior of constructional steel. This paper presents the experimental and finite element (FE) technique to predict ductile fracture in mild carbon structural steel (SS275) sheets, which has been widely used in building structures. The post-necking true stress–strain responses were successfully estimated using the weighted-average method. The Bao and Wierzbicki (BW) model, which requires only two model parameters, was selected for the identification of fracture locus. Each model parameter was calibrated from uniaxial tension and in-plane shear specimens with the aid of digital image correlation (DIC) and finite element analysis. Fracture simulation was then performed and validated based on the experimental results of the specimens under combined tension and shear stress state.


2022 ◽  
Vol 189 ◽  
pp. 107082
Author(s):  
David A. Padilla-Llano ◽  
Benjamin W. Schafer ◽  
Jerome F. Hajjar

Author(s):  
G.J.C. Carpenter

In zirconium-hydrogen alloys, rapid cooling from an elevated temperature causes precipitation of the face-centred tetragonal (fct) phase, γZrH, in the form of needles, parallel to the close-packed <1120>zr directions (1). With low hydrogen concentrations, the hydride solvus is sufficiently low that zirconium atom diffusion cannot occur. For example, with 6 μg/g hydrogen, the solvus temperature is approximately 370 K (2), at which only the hydrogen diffuses readily. Shears are therefore necessary to produce the crystallographic transformation from hexagonal close-packed (hep) zirconium to fct hydride.The simplest mechanism for the transformation is the passage of Shockley partial dislocations having Burgers vectors (b) of the type 1/3<0110> on every second (0001)Zr plane. If the partial dislocations are in the form of loops with the same b, the crosssection of a hydride precipitate will be as shown in fig.1. A consequence of this type of transformation is that a cumulative shear, S, is produced that leads to a strain field in the surrounding zirconium matrix, as illustrated in fig.2a.


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