Material test results of the stainless steels considered for the fuel cladding are briefly summarized.
The overall results of the real mixtures were found to support the model material test results.
A pressure-dependent failure rule was assigned to each component and mechanical properties were assigned according to material test results.
Model calibration is conducted in comparison to static material test results, and further validation is obtained through SHPB split tensile test simulation.
The material test results show that an increase in the prestrain level from 5.5%to9.5%5% leads to an increase in the recovery stress of SMA wire at temperatures higher than the austenitic finish temperature (90 °C).
The material test results indicated the following: (1) the composite SrBr2 is of high energy density and good mass transfer performance; (2) it can be regenerated below 100 °C; (3) the additive of ENG-TSA greatly improves the heat transfer performance, while no degradation is observed on sorption water uptake; (4) the optimal composite sorbent is of 743 kg/m3 and with 10 wt% ENG-TSA.
This paper presents the process for determining tensile, compression and shear damage parameters through correlation of finite element (FE) simulations with standard material test results, including tensile, compression, compact tension and Iosipescu shear tests; also a preliminary validation of the model is presented with driven dart impact experiments.
The parameters needed for the analytical model were obtained from material test results reported in Nakatani et al. (2008).
The material model presented was used as the result of the compression test of the single form block, and its properties were based on the material test results.
The volumetric porosity of the form block was 65%%, and the strength of the form block and grout concrete was calculated based on the material test results.
On the other hand, Japan (JASS 7), which shows considerable use of the form block, which is often used in seismic retrofit, offers equations for the compression strength, elastic module, and shear module of block walls using the material test results of the bearing mortar, grout, and masonry unit.
