Cutting test. by Shan Gao (46743)

“…Subsequently, the simulated load was applied to the multi-body model of the cutting section, and dynamic simulations were conducted. …”

Loading mode. by Maogang Tian (21485116)

“…The outer ring of inclined piles in the VIPF significantly enhances structural stiffness through spatial synergy, achieving uniform load distribution and effective redistribution of pile-body internal forces. …”

Model and meshes. by Maogang Tian (21485116)

“…The outer ring of inclined piles in the VIPF significantly enhances structural stiffness through spatial synergy, achieving uniform load distribution and effective redistribution of pile-body internal forces. …”

Pile foundation section. by Maogang Tian (21485116)

“…The outer ring of inclined piles in the VIPF significantly enhances structural stiffness through spatial synergy, achieving uniform load distribution and effective redistribution of pile-body internal forces. …”

Strain-stress maps of vertical pile foundation. by Maogang Tian (21485116)

“…The outer ring of inclined piles in the VIPF significantly enhances structural stiffness through spatial synergy, achieving uniform load distribution and effective redistribution of pile-body internal forces. …”

Displacement-inclination variation graph. by Maogang Tian (21485116)

“…The outer ring of inclined piles in the VIPF significantly enhances structural stiffness through spatial synergy, achieving uniform load distribution and effective redistribution of pile-body internal forces. …”

Soil modeling and mechanical parameters. by Maogang Tian (21485116)

“…The outer ring of inclined piles in the VIPF significantly enhances structural stiffness through spatial synergy, achieving uniform load distribution and effective redistribution of pile-body internal forces. …”

Location of monitored piles. by Maogang Tian (21485116)

“…The outer ring of inclined piles in the VIPF significantly enhances structural stiffness through spatial synergy, achieving uniform load distribution and effective redistribution of pile-body internal forces. …”

Pile-soil interaction. by Maogang Tian (21485116)

“…The outer ring of inclined piles in the VIPF significantly enhances structural stiffness through spatial synergy, achieving uniform load distribution and effective redistribution of pile-body internal forces. …”

Bending moment in the tension zone. by Maogang Tian (21485116)

“…The outer ring of inclined piles in the VIPF significantly enhances structural stiffness through spatial synergy, achieving uniform load distribution and effective redistribution of pile-body internal forces. …”

Displacement cloud maps. by Maogang Tian (21485116)

“…The outer ring of inclined piles in the VIPF significantly enhances structural stiffness through spatial synergy, achieving uniform load distribution and effective redistribution of pile-body internal forces. …”

Morphing mesh. by Maogang Tian (21485116)

“…The outer ring of inclined piles in the VIPF significantly enhances structural stiffness through spatial synergy, achieving uniform load distribution and effective redistribution of pile-body internal forces. …”

Bending moment in the pressure zone. by Maogang Tian (21485116)

“…The outer ring of inclined piles in the VIPF significantly enhances structural stiffness through spatial synergy, achieving uniform load distribution and effective redistribution of pile-body internal forces. …”

VPF and VIPF. by Maogang Tian (21485116)

“…The outer ring of inclined piles in the VIPF significantly enhances structural stiffness through spatial synergy, achieving uniform load distribution and effective redistribution of pile-body internal forces. …”

Comparison of simulation results. by Bo Xie (669374)

“…The results indicate that during the bending process of ordinary and reinforced cables in the cable drag system, the tensile force between the cable clamps increases from approximately 28 N and 37 N to a maximum value of 133 N and 146 N, respectively, before decreasing to around 57 N and 66 N. …”

Technical parameters of the shearer. by Bo Xie (669374)

“…The results indicate that during the bending process of ordinary and reinforced cables in the cable drag system, the tensile force between the cable clamps increases from approximately 28 N and 37 N to a maximum value of 133 N and 146 N, respectively, before decreasing to around 57 N and 66 N. …”

Simulation-related parameters. by Bo Xie (669374)

“…The results indicate that during the bending process of ordinary and reinforced cables in the cable drag system, the tensile force between the cable clamps increases from approximately 28 N and 37 N to a maximum value of 133 N and 146 N, respectively, before decreasing to around 57 N and 66 N. …”

Chain drive specification parameters. by Bo Xie (669374)

“…The results indicate that during the bending process of ordinary and reinforced cables in the cable drag system, the tensile force between the cable clamps increases from approximately 28 N and 37 N to a maximum value of 133 N and 146 N, respectively, before decreasing to around 57 N and 66 N. …”

Femoral tensile test data. by Bo Xie (669374)

“…The results indicate that during the bending process of ordinary and reinforced cables in the cable drag system, the tensile force between the cable clamps increases from approximately 28 N and 37 N to a maximum value of 133 N and 146 N, respectively, before decreasing to around 57 N and 66 N. …”

Supplementary file 1_Forced intensity-controlled endurance training on a small-animal treadmill machine inducing murine cardiac hypertrophy: insights and comparison to voluntary ru... by Maximillian Fischer (14758063)

“…Endurance training promotes significant body weight loss in training mice as early as 2 weeks. …”