thick specimen
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2021 ◽  
Author(s):  
Xiang Hao ◽  
Edward S. Allgeyer ◽  
Dong-Ryoung Lee ◽  
Jacopo Antonello ◽  
Katherine Watters ◽  
...  

2019 ◽  
Vol 55 (18) ◽  
pp. 28
Author(s):  
YAN Yi ◽  
YAN Jialing ◽  
LIU Minxing ◽  
LI Dan ◽  
LIU Chuan ◽  
...  

Author(s):  
Tadahiro Kawasaki ◽  
Takafumi Ishida ◽  
Tetsuji Kodama ◽  
Takayoshi Tanji ◽  
Takashi Ikuta

2016 ◽  
Vol 46 (2) ◽  
pp. 93-99 ◽  
Author(s):  
Yeon Seung Rhyu ◽  
Se Jeong Lee ◽  
Dong Heui Kim ◽  
Chang-Sub Uhm

2010 ◽  
Vol 146-147 ◽  
pp. 1506-1509
Author(s):  
Chun Sheng Wang ◽  
Lan Duan ◽  
Ming Wei ◽  
Li Xiang Liu

This paper gives a brief introduction of the developmental history of high performance steel (HPS) all over the world. Emphasis of current paper is on the characteristic studies of HPS 485W, which is new structural weathered steel produced by Wuyang Steel Iron Company using quenching and tempering (Q&T) in China. To obtain the strength and ductility of HPS 485W, the tensile coupons were machined from each 8mm, 10mm, 12mm and 14mm thick plate. Based on the static tensile tests in room temperature, major of material mechanical characters were obtained, such as yield strength, ultimate strength, elastic modulus and so forth. Besides, to examine plate toughness, 30 Charpy V-Notch (CVN) specimens from 12mm thick HPS 485W plate were tested from 20 oC to -196 oC . Compared with conventional bridge steels, the CVN test results show that the fracture toughness of HPS 485W is much higher, and the brittle-ductile transition of HPS occurs at a much lower temperature. A set of 9 single-edge bend specimens were took from 20mm and 30mm thick HPS 485W separately for ductility fracture toughness test. The calculated JIC value is 415.8 kJ/m2 for 18mm thick specimen and 507.79 kJ/m2 for 28mm thick specimen, which shows ideal ductility of HPS 485W.


Author(s):  
Masato Yamamoto ◽  
Naoki Miura ◽  
Takashi Ogata

In order to clarify the effect of constraint on creep crack propagation of modified 9Cr-1Mo steel, 1) 25.4mm thickness C(T) specimen with side grooves (thick specimen) and 2) 10mm thickness C(T) specimen without side grooves (thin specimen) were machined from base metal (BM) and weld joint (WJ), and subjected to creep crack propagation experiments under 650 °C. The crack in WJ propagated along the fine grain heat affected zone (HAZ), where the multi-axial constraint was high due to the difference in deformation properties among HAZ, WJ, and BM. While the thick specimens hardly allow deforming to the thickness direction and showed less crack tunneling, the thin BM specimen showed remarkable reduction of thickness and crack tunneling. The thin WJ specimen showed some thickness reduction and crack tunneling, but also showed larger crack extension than that of BM. In terms of the relationship between the crack propagation rate (da/dt) and the creep J integral (C* parameter), the data shows a wide scatter band. The specimens with higher geometrical constraint (thick specimen, WJ) locate above the lower constraint (thin specimen, BM) ones. All the specimen showed the reduction in thickness and suggests the change in constraint condition during the experiments. By picking up the data without significant thickness reduction, the C*- da/dt relationship has been gathered in a narrow and straight band regardless of the specimen geometry or difference in material. The picked up data locates at the upper bound of the current and literature data.


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