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Two types of structure, ultra-high-molecular-weight polyethylene (UHMWPE) woven and unidirectional (UD) materials, were analyzed for their failure mode and response upon ballistic impact by using both FE and experimental methods.
Monotonic and cyclic tests have been carried out to derive strength and stiffness, crack pattern, failure mode, and response stages under tension, which have been related to the mechanical properties and the layout of the matrix and the textile.
This analysis aims to study seismic resistance on system design under local seismograms with floor response spectrum, the structural response vibration mode and response duration results of displacement, membrane stress, and bending stress on structure under different directions actuating signals were obtained by using the single-seismic spectrum analysis and Dead Weight analysis respectively.
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Numerous parametric studies are performed to quantify the dependence of vibration modes and response trends to selected design values and operating conditions.
By using this domain partitioning strategy, high-order acoustic modes and responses can be easily achieved.
Multi-segment partitioning strategy is adopted to accommodate the computing requirements of high-order vibration modes and responses.
The dynamic response of the 9th flexural resonance mode and static response of the cantilever could be seen to closely track any changes in temperature over time.
The contribution of higher modes depends on the ground motion characteristics, the overstrength associated with each mode and the response quantity examined.
Shear behavior and performance of the deep beams made with NC and SCC were systematically investigated in terms of crack pattern, failure mode, and load deflection response.
Shear behavior and performance of beams having two different web reinforcements in shear were systematically investigated in terms of crack pattern, failure mode, and load deflection response.
Shear behavior and performance of RC deep beams having two different reinforcements in shear were systematically investigated in terms of crack pattern, failure mode, and load deflection response.
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