Critical crack tip opening displacement (CTODc) of concrete using experimental and analytical evaluation with seven different compressive strengths ranging from 30 up to 150 MPa was studied based on two types of fract...Critical crack tip opening displacement (CTODc) of concrete using experimental and analytical evaluation with seven different compressive strengths ranging from 30 up to 150 MPa was studied based on two types of fracture tests:three-point bending (TPB) and wedge splitting (WS).In the tests,the values of CTODc were experimentally recorded using a novel technique,in which fiber Bragg grating (FBG) sensors were used,and two traditional techniques,in which strain gauges and clip gauges were deployed.The values of CTODc of tested concrete were also predicted using two existing analytical formulae proposed by JENQ & SHAH and XU,respectively.It is found that the values of CTODc obtained by both experimental measurements and analytical formulae exhibit a negligible variation as the compressive strength of concrete increases,and the test geometry adopted has little impact on the value of CTODc.Regarding the experimental measurement of CTODc,the clip gauge method generally leads to a larger value of CTODc and shows a more significant scatter as compared with the other two methods,while the strain gauge method leads to a slightly lower CTODc as compared with the FBG sensor method.The analytical formula proposed by JENQ and SHAH is found to generally lead to an overestimation,while the analytical formula proposed by XU shows a good accuracy.展开更多
In the present paper,three dimensional analyses of some general constraint parameters and fracture parameters near the crack tip of Mode I CT specimens in two different thicknesses are carried out by employing ADINA p...In the present paper,three dimensional analyses of some general constraint parameters and fracture parameters near the crack tip of Mode I CT specimens in two different thicknesses are carried out by employing ADINA program.The results reveal that the constraints along the thickness direction are obviously separated into two parts:the keeping similar high constraint field(Z_(1))and rapid reducing constraints one(Z_(2)).The two fields are experimentally confiremed to correspond to the smooth region and the shear lip on the fracture face respectively.So the three dimensional stress structure of Mode I specimens can be derived through discussing the two fields respectively.The distribution of the Crack Tip Opening Displacement(CTOD)along the thickness direction and the three dimensional distribution of the void growth ratio(V_(g))near the crack tip are also obtained.The two fracture parameters are in similar trends along the thickness direction,and both of them can reflect the effect of thickness and that of the loading level to a certain degree.展开更多
依据BS7448标准对DH36药芯焊丝气保焊接头进行了裂纹尖端张开位移(crack tip opening displacement,CTOD)试验,通过对接头进行组织、断口分析,同时对预制疲劳裂纹过程进行有限元模拟分析,研究不同预制疲劳裂纹最大载荷对CTOD值的影响....依据BS7448标准对DH36药芯焊丝气保焊接头进行了裂纹尖端张开位移(crack tip opening displacement,CTOD)试验,通过对接头进行组织、断口分析,同时对预制疲劳裂纹过程进行有限元模拟分析,研究不同预制疲劳裂纹最大载荷对CTOD值的影响.结果表明,预制疲劳裂纹最大载荷对CTOD试验结果影响很大.当预制疲劳裂纹最大载荷远小于BS7448标准规定的最大值时,试验过程易出现突跃,即pop-in现象,从而得到较小的CTOD值;反之,当预制疲劳裂纹最大载荷接近或超过BS7448标准规定的最大值时,pop-in现象减弱、延迟或者消失,得到较大的CTOD值.故而为了保证试验结果的可靠性,标准中应对预制疲劳裂纹载荷敏感的接头更严格的规定其最大值.展开更多
基金Project(50438010) supported by the Key Program of the National Natural Science Foundation of ChinaProject(JGZXJJ2006-13) supported by the Research and Application Programs of Key Technologies for Major Constructions in the South-North Water Transfer Project Construction in China
文摘Critical crack tip opening displacement (CTODc) of concrete using experimental and analytical evaluation with seven different compressive strengths ranging from 30 up to 150 MPa was studied based on two types of fracture tests:three-point bending (TPB) and wedge splitting (WS).In the tests,the values of CTODc were experimentally recorded using a novel technique,in which fiber Bragg grating (FBG) sensors were used,and two traditional techniques,in which strain gauges and clip gauges were deployed.The values of CTODc of tested concrete were also predicted using two existing analytical formulae proposed by JENQ & SHAH and XU,respectively.It is found that the values of CTODc obtained by both experimental measurements and analytical formulae exhibit a negligible variation as the compressive strength of concrete increases,and the test geometry adopted has little impact on the value of CTODc.Regarding the experimental measurement of CTODc,the clip gauge method generally leads to a larger value of CTODc and shows a more significant scatter as compared with the other two methods,while the strain gauge method leads to a slightly lower CTODc as compared with the FBG sensor method.The analytical formula proposed by JENQ and SHAH is found to generally lead to an overestimation,while the analytical formula proposed by XU shows a good accuracy.
文摘In the present paper,three dimensional analyses of some general constraint parameters and fracture parameters near the crack tip of Mode I CT specimens in two different thicknesses are carried out by employing ADINA program.The results reveal that the constraints along the thickness direction are obviously separated into two parts:the keeping similar high constraint field(Z_(1))and rapid reducing constraints one(Z_(2)).The two fields are experimentally confiremed to correspond to the smooth region and the shear lip on the fracture face respectively.So the three dimensional stress structure of Mode I specimens can be derived through discussing the two fields respectively.The distribution of the Crack Tip Opening Displacement(CTOD)along the thickness direction and the three dimensional distribution of the void growth ratio(V_(g))near the crack tip are also obtained.The two fracture parameters are in similar trends along the thickness direction,and both of them can reflect the effect of thickness and that of the loading level to a certain degree.
文摘依据BS7448标准对DH36药芯焊丝气保焊接头进行了裂纹尖端张开位移(crack tip opening displacement,CTOD)试验,通过对接头进行组织、断口分析,同时对预制疲劳裂纹过程进行有限元模拟分析,研究不同预制疲劳裂纹最大载荷对CTOD值的影响.结果表明,预制疲劳裂纹最大载荷对CTOD试验结果影响很大.当预制疲劳裂纹最大载荷远小于BS7448标准规定的最大值时,试验过程易出现突跃,即pop-in现象,从而得到较小的CTOD值;反之,当预制疲劳裂纹最大载荷接近或超过BS7448标准规定的最大值时,pop-in现象减弱、延迟或者消失,得到较大的CTOD值.故而为了保证试验结果的可靠性,标准中应对预制疲劳裂纹载荷敏感的接头更严格的规定其最大值.
