By analyzing the loading, deflection, strain and fracture development of the specimen in the process, studying the mechanical characteristics and failure pattern of such components.
The result is a sequence of photorealistic artificial images that show the development of the specimen within the interval between observations.
However, the failure mode is not the shear failure in the equivalent shear zone; the experimental data still can be used to investigate the shear crack development of the specimen of 6H70. Figure 8 shows the crack development and failure in the right side of the specimen of 6H70, respectively.
The influence of the parameters on the failure mode, load versus deformation relationship, axial compressive strength, and strain development of the tested specimens were investigated.
The compression test is an important test to determine the strength development of the concrete specimens (Hameed et al. 2012).
Based on the crack development of each specimen, the average ratio of the residual total shear crack widths to the residual maximum shear crack width for the HSRC beam specimens is approximately 4.5.
The cracking was due to the lack of strength development, and the specimens were not strong enough to withstand the high temperature and pressure during the autoclaving process.
At the microscopic scale, the development of the microcracks on the specimen surfaces increases up to ∼1000 cracks/mm2 with the compression up to the ultimate fracture stress of ∼2200 MPa.
We present a new method for modeling the development of settled specimens with filamentous growth patterns, such as fungi and oomycetes.
Thus, it is reasonable to consider that the M2 of MFI-K171 is different in terms of development of the central fovea from the specimens of K. chiangmuanensis.
