Stress-strain curve of uniaxial compression test of granite-concrete composite.

(a) S = 200 mm2 (b) S = 300 mm2 (c) S = 600 mm2 (d) S = 900 mm2.

Saved in:

Bibliographic Details
Main Author:	Qingwen Li (1510687) (author)
Other Authors:	Shuhan Gu (20855081) (author), Hanjing Li (16874217) (author), Wenxia Li (7855607) (author), Mengjiao Xu (6000998) (author), Yiwei Liu (1307874) (author)
Published:	2025
Subjects:	Biophysics Physiology Geology Ecology Computational Biology Space Science Biological Sciences not elsewhere classified Physical Sciences not elsewhere classified steady inflection point fracture dip angle dip angle appears composite body presents dominated mixed cracks energy damage characteristics crack inclination angle secondary tensile cracks div >< p concrete composite specimens strength failure occurs maximum value appears </ sup >. </ sup >, secondary shear cracks tensile cracks concrete composite strength failure maximum value </ sup shear cracks k </ energy evolution minimum value concrete interface compressive strength crack types crack initiation crack distribution steeply decreasing specimen weakened slowly increasing root cause rock mass results show relative area qualitative judgment mechanical response mechanical properties fractured rock first rapidly deterioration degree
Tags:	Add Tag No Tags, Be the first to tag this record!

Similar Items