Results 151 to 160 of about 4,530 (208)

Split-Hopkinson Pressure Bar Testing of Water with Partial Lateral Confinement. [PDF]

Exp Mech
Li KSO, Van Lerberghe A, Barr AD, Dennis AA, Clarke SD.   +4 more
europepmc   +1 more source

Dynamic mechanical behavior and constitutive relationship of rubber fiber concrete after high temperature. [PDF]

Sci Rep
Shen H, Ji H, Peng X, Tian Z, Su G.
europepmc   +1 more source

A Dynamic Tensile Method Using a Modified M-Typed Specimen Loaded by Split Hopkinson Pressure Bar. [PDF]

Materials (Basel)
Lin Y, Fan J, Yu X, Fu Y, Zhou G, Wang X, Dong X.   +6 more
europepmc   +1 more source

Dynamic mechanical response evaluation of woven carbon fiber reinforced rubber laminated composites under high strain rates. [PDF]

Sci Rep
Gao H, Li Y.
europepmc   +1 more source

Study on the Dynamic Mechanical Response of Orthotropic Materials Under Biaxial Impact Loading. [PDF]

Materials (Basel)
Pang S, Tao W, Ou H, Liu J, Chen J, Liu L, Huan S, Pan Z, Huang Y.   +8 more
europepmc   +1 more source

Analysis on characteristics and mechanism for rock fracture in deep rock with cracks under dynamic-static coupling effect. [PDF]

Sci Rep
Ge J, Jia Y, Huang W, Yu M, Ni S, Xu Y, Yu L, Gu K.   +7 more
europepmc   +1 more source

Structural Effects on Compressive Strength Enhancement of Cellular Concrete During the Split Hopkinson Pressure Bar Test. [PDF]

Materials (Basel)
Zhou L, Deng Z, Ren J, Zhu Y.
europepmc   +1 more source

Effect of inter-layer thickness on dynamic mechanical properties of rock mass combined with hard and soft media. [PDF]

Sci Rep
Zhang Y, Huang Z, Xiao H, Xue H, Ren B, Yang W, Wang Y.   +6 more
europepmc   +1 more source

Experimental Study on the Influence of Corrosion Duration on the Strength and Failure Characteristics of Sandstone. [PDF]

ACS Omega
Tang X, Li W, Wang R, Tao R, Li G.
europepmc   +1 more source

A Review of the Techniques Available for Obtaining the Mechanical Properties of Materials at High Rates of Strain [PDF]

, 2004
Field, J. E., Proud, W. G., Walley, S. M.   +2 more
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