Study of Q345 Steel under Tensile Failure with Bilateral Parallelcracks

Yan Jun Chang; Shuang Feng Zeng; Ke Shi Zhang; Zhuo Li

doi:10.4028/www.scientific.net/AMM.574.368

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vol. 574Study of Q345 Steel under Tensile Failure with...

Study of Q345 Steel under Tensile Failure with Bilateral Parallelcracks

Abstract:

The parallel crackswere prefabricated on both sides of theQ345 steel specimensand the tensile failure tests were performed.The effects of parallel crack spacing and crack length on the crack propagation behavior were studied and the fracture modes were investigated with electronic scanning microscope.The finite element analysis of tensile fracture process was also fulfilled based on the ductile metal damage theory, and the crack propagation and the crack stress field evolution around the crack tips were studied. The simulation was agreed with experimental results, and these analysis shows that the crack propagation related with double crack tip of horizontal distance ratio. When the longitudinal and horizontal distance ratio of the two crack tip is less than 1, the linkage between two cracks occurs, or two cracks expand independently. Simulation analysis shows that cracks deflect and connect with another one when the two high Mises plastic stress zones are met with each other; on the contrary, cracks propagate separately.

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Periodical:

Applied Mechanics and Materials (Volume 574)

Pages:

368-372

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.574.368

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Online since:

July 2014

Authors:

Yan Jun Chang*, Shuang Feng Zeng, Ke Shi Zhang, Zhuo Li

Keywords:

Bilateral Cracks, Crack Connection, Crack Propagation, Ductile Fracture, Q345 Steel

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