Method and system for modeling fractures in ductile rock
US-9305121-B2 · Apr 5, 2016 · US
US9939359B2 · US · B2
| Field | Value |
|---|---|
| Publication number | US-9939359-B2 |
| Application number | US-201414915659-A |
| Country | US |
| Kind code | B2 |
| Filing date | Sep 25, 2014 |
| Priority date | Sep 25, 2014 |
| Publication date | Apr 10, 2018 |
| Grant date | Apr 10, 2018 |
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Disclosed is a method of measurement and determination on fracture toughness of structural materials at high temperature, comprising: preliminary assessing the ductility of a material based on a high-temperature uniaxial tensile test and the fracture characteristic; designing and manufacturing a CT specimen; conducting a monotonic loading fracture test on the CT specimen at high temperature; modifying a load-displacement curve output by a testing machine; determining a passivation coefficient M for the crack of the structural material; reversely recursing instant load-displacement data pairs corresponding to the instant crack length; calculating a J_R crack extension resistance curve of the tensile test; examining the validity of the J_R crack extension resistance curve and the fracture toughness J IC ; calculating the fracture toughness per equivalent of the structural material K IC . The present invention overcomes the difficulty of placing an extensometer inside a high-temperature furnace.
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What is claimed is: 1. A method of measurement and determination on fracture toughness of structural materials at high temperature, comprising the steps of: conducting a high-temperature tensile test on a standard tensile specimen of a structural material to obtain high-temperature tensile mechanical properties of the structural material, and determining that the structural material exhibits a ductile fracture behavior; preliminarily estimating the fracture toughness K IC of a compact tension (CT) specimen of the structural material at high temperature to obtain width (W) and thickness (B) of the CT specimen, wherein, J IC = K IC 2 ( 1 - v 2 ) E , W = a 0 + b 0 ≥ 2 × 10 J IC / σ Y , σ Y = ( σ ys + σ uts ) 2 , 2 ≤ W / B ≤ 4 E, v stand for elastic modulus and Poisson ratio of the structural material respectively, the unit of E is MPa; a 0 , b 0 stand for initial average crack length and initial ligament size of the CT specimen respectively, the unit is mm, σ ys , σ uts stand for yield strength and tensile strength of the structural material respectively, the unit is MPa; inducing a fatigue crack with a length of 1.0˜2.0 mm on the CT specimen through a high frequency fatigue testing machine, then grooving a side slot with a depth of 10% B at both sides of the CT specimen with a crack surface along the thickness direction; measuring the thickness (B) and width (W) of the CT specimen, and placing the CT specimen into a heating equipment with a furnace having an upper, lower and middle part, and heating; turning on an INSTRON or MTS testing machine, monotonic loading the CT specimen, and obtaining a load-displacement curve of the CT specimen by a load displacement transmission device on the testing machine; cooling the CT specimen to room temperature, opening the furnace's cavity, tensing the CT specimen till fracture through a testing machine, then measuring an initial crack length a 0 i and a final average crack length a f i at nine spots on the crack surface by an optical microscopy or a camera to obtain an initial average crack length a 0 and a final crack length a f of the crack, wherein, a 0 = 1 8 [ 1 2 ( a 0 1 + a 0 9 ) + ∑ i = 2 8 a 0 i ] , a f = 1 8 [ 1 2 ( a f 1 + a f 9 ) +
Performing tests at high or low temperatures · CPC title
Fatigue, creep, strain-stress relations or elastic constants · CPC title
Investigating strength properties of solid materials by application of mechanical stress · CPC title
Crack, flaws, fracture or rupture · CPC title
Tensile · CPC title
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