A New method to determine fracture resistance curve of steel under various in-plane loading

Author(s):  
Yanlin Wang ◽  
Weigang Wang ◽  
Bohua Zhang ◽  
Chun-Qing Li
2019 ◽  
Vol 211 ◽  
pp. 47-60 ◽  
Author(s):  
Tianyao Liu ◽  
Xudong Qian ◽  
Wei Wang ◽  
Yiyi Chen

2000 ◽  
Vol 68 (1) ◽  
pp. 93-100 ◽  
Author(s):  
S. Zhang ◽  
K. J. Hsia

The strength and durability of adhesively bonded sandwich structures often depend on the mechanisms of fracture, which in turn depend on the properties of the adhesive and the microstructures of the interface. When the thin adhesive layer is ductile, cavitation either within the layer or along the interface is often the dominant failure mechanism. In the present paper, fracture due to cavity growth in a thin ductile layer is analyzed. A new method utilizing fluid mechanics solutions is developed. Solutions of fluid flow field are used to approximate the plastic deformation field in the corresponding solid body with a cavity. The equilibrium condition is satisfied by using the principle of virtual work rate. Stress-separation curves due to cavitation in the thin layer can thus be obtained. The method is validated by reevaluating the one-dimensional problem of cavity growth in a sphere—a problem for which an exact, analytical solution exists. A two-dimensional plane strain cavitation problem is analyzed using the new method. The stress-separation curves and the fracture resistance due to this mechanism are obtained. The results show that both the stress-separation curves and the fracture resistance are sensitive to the strain-hardening exponent and the initial void size, but not the yield strength of the material. The new method has clear advantages over numerical methods, such as the finite element method, when parametric studies are performed.


1989 ◽  
Vol 26 (03) ◽  
pp. 210-217
Author(s):  
Jerry N. Selness

A new method for predicting full-scale sailboat hull resistance from full-scale coasting tests is presented. A way to minimize the influence of the ship's own wave is based on the creation of a "dynamic resistance" curve from several tests. Experimental results from tests conducted on an International Offshore Rule type sailboat are presented. The results show promise for future practical applications.


2009 ◽  
pp. 31-31-15
Author(s):  
K Duan ◽  
Y-W Mai ◽  
B Cotterell

2004 ◽  
Vol 261-263 ◽  
pp. 159-164 ◽  
Author(s):  
Jae Sil Park ◽  
Chang Sung Seok

In order to perform elastic-plastic fracture mechanical analyses, fracture resistance curves for concerned materials are required. A standard CT specimen was used to obtain fracture resistance curves. However the fracture resistance curve by the standard CT specimen was very conservative to evaluate the integrity of the structure. Also the fracture resistance curve was affected by the specimen geometry, crack plane orientation, reverse cyclic loading and dynamic strain aging. The objective of this paper is to be certain the conservativeness of the fracture resistance curve by the standard CT specimen. For these purpose, fracture tests using the real-scale pipe specimen and standard CT specimen test were performed. A 4-point bending jig was manufactured for the pipe test and the direct current potential drop method was used to measure the crack extension and the length for the pipe test. From the result of the pipe and the standard CT specimen tests, it was observed that the fracture resistance curve of the standard CT specimen test was conservative compare to that of the pipe specimen test.


2020 ◽  
Vol 10 (7) ◽  
pp. 2434 ◽  
Author(s):  
Yue Dai ◽  
Jie Yang ◽  
Haofeng Chen

Different strength mismatched laboratory specimens that contain the compact tension (CT), single edge-notched tensile (SENT), and central-cracked tension (CCT) specimens with various specimen geometries, loading configurations, and initial cracks were selected to investigate the effect range of the material constraint systematically. The results showed that the effect range of material constraint exists in all the strength mismatched specimens and structures. The numerical value of the effect range is influenced by the geometry constraint. The high geometry constraint reduces the effect range of material constraint. When a material is located outside the effect range of material constraint, the fracture resistance curves and crack propagation paths of the specimens and structures are no longer influenced by the mechanical properties of the material. In addition, an interaction exists between the geometry constraint and material constraint. The high geometry constraint strengthens the effect of material constraint, whereas the fracture resistance curve and crack propagation path are insensitive to the material constraint under the low geometry constraint. The results in this study may provide scientific support for the structure integrity assessment and the design of strength mismatched structures.


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