Dynamic Ductile Fracture Toughness Test and Numerical Simulation for Ultra-High Pressure Gas Pipelines

2003 ◽  
Vol 243-244 ◽  
pp. 381-386 ◽  
Author(s):  
X.C. You ◽  
Zhuo Zhuang ◽  
T. Tang ◽  
Y.R. Feng ◽  
Chun Yong Huo ◽  
...  
Author(s):  
Weijie Wu ◽  
Yan Song ◽  
Mengyu Chai ◽  
Zaoxiao Zhang ◽  
Guangxu Cheng

The 2.25Cr-1Mo-0.25V steel, which has excellent thermal mechanical properties under high pressure and temperature, is widely applied in the pressure equipment. Previous researches show that crack generated in the Heat Affected Zone (HAZ) is one of the main failure mechanisms for the high pressure equipment. Consequently, this work aims at investigating the fracture behavior of HAZ by fracture toughness test. A set of specimens was manufactured with the welding current of 580 A, then, specimens were tempered at 705 °C for 32 h. Along with the fracture toughness test, the fracture properties (e.g. crack initiation, propagation and fracture) of specimens were monitored by acoustic emission (AE). Comparing the AE amplitude of each specimen, the crack initiation point was verified by the first peak of AE result, and the analysis of deformation work at the initiation crack point has also been carried out to investigate fracture properties and the fracture toughness of HAZ of the 2.25Cr-1Mo-0.25V steel. Then the relationship between deformation work and crack length has been studied, and the fracture toughness of HAZ could be obtained. Analyzing the fracture characteristics of experiment process and fracture toughness of HAZ has a significant guidance for the further applications of 2.25Cr-1Mo-0.25V steel.


2011 ◽  
Vol 320 ◽  
pp. 263-268
Author(s):  
Wen Lin Liu ◽  
Ri Jie Yang ◽  
Zhi Tao Mu ◽  
Xiu Xia Wang ◽  
Da Zhao Yu

Plane strain fracture toughness is an important mechanical performance index for damage tolerance design, so how to obtain this value through test deserves consideration. In this paper, the ductile fracture toughness test was performed. It was difficult for the specimen with big dimensions in the case of plane strain to be carried out through ordinary testing machine with lower capacity because of the higher fracture toughness value of the material, that it was attained indirectly for plane strain fracture toughness value by the way of ductile fracture toughness test and pertinent formula calculation if proper specimen selected. The fracture property tests according to the corresponding standard were conducted. The compact tension specimens were obtained from the main rotor butt of a helicopter in service. Based on the single specimen measuring ductile fracture toughness method, the experiments of measuring the ductile fracture toughness were carried out. A method was given to determine the optimum fitting probabilistic distribution function of fracture toughness in the small sample size. The statistic results show that the optimum probabilistic distribution function of ductile fracture toughness is the Extreme Maximum. Value distribution. The following factors were taken into account, the linear relative coefficient, total fit effect probability relative coefficient, consistency with the relevant fatigue physics and tail most importantly, safety of design evaluation. The shape parameter, scale parameter, and location parameter are -1.1231, 860.53, 6036.4, respectively. The statistical variation coefficient is 11.22%. The result shows that there is a large risk probability for a definite value to fracture toughness only with one or two pieces of samples according to the test.


Author(s):  
Jae-Jun Han ◽  
Yun-Jae Kim ◽  
R. A. Ainsworth

Fracture toughness is an important quantity in structural integrity assessment of pressurised vessels and piping. This paper reports J resistance (J-R) curves for toughness test specimens and full-scale pipes with a circumferential crack in a carbon steel. Full-scale pipes with a circumferential crack subjected to four-point bending are investigated with single edge-notched-tension specimens, SE(T), under fixed grip and pin-loaded conditions and compact tension, C(T), fracture toughness test specimens. Finite element (FE) damage analyses based on a stress-modified fracture strain model are used to simulate ductile fracture. An element-size-dependent critical damage model is introduced and applied to the large-scale components. Fracture parameter J values are calculated using both experimental data and FE analysis. In the first part of this paper, experimental results performed by Battelle Memorial Institute are compared with results from FE simulations to gain confidence in the ductile fracture simulation. Subsequently, different types of fracture toughness tests and thickness variations are considered to address the effect of in-plane and out-of plane constraint, respectively. Also, pipe geometries and crack depth are varied systematically. In conclusion, the transferability of J-R curves from toughness test specimens to full-scale cracked pipes is discussed.


2010 ◽  
Vol 146-147 ◽  
pp. 1524-1528 ◽  
Author(s):  
Xue Zhi Wang ◽  
Zong Chao Xu ◽  
Zhong Bi ◽  
Hao Wang

The wedge splitting test specimens with three series of different relative crack length were used to study the influences of relative crack length on the fracture toughness of common concrete. The suitable formulation for fracture toughness of concrete with different relative crack length was gotten on comparing between fracture toughness test results and computation results of the model developed from Hu formula.


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