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How rapidly does a crack grow in a cyclically loaded structure, whether a bridge, engine, or airplane wing or fuselage, and when will it propagate catastrophically?
It is expected that the present constitutive relationship can benefit the critical design and strength analysis of a primarily loaded structure made of composite materials.
A maximum principle is provided which characterizes the optimal initial stress/hardening state of a cyclically loaded structure as the one such that the plastic strain and kinematic internal variable increments produced over a cycle are kinematically admissible.
The micro- and macro-level material models are integrated with structural analysis to evaluate the response characteristics of the loaded structure affected by both the nanofiber enhancements and continuous fiber reinforcements in the polymer matrix.
Visco-elastic behavior of materials in a loaded structure, such as the ULDB film change their geometry significantly over time under load causing possible changes in the load path and the stress distribution.
A self-heating effect in a non-stationary regime is a very dangerous phenomenon occurring in polymeric composites during cyclic loading, which significantly intensifies a degradation process and leads to a catastrophic failure of the loaded structure.
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Structural optimisation based on fatigue life of dynamically loaded structures of realistic complexity is rarely attempted due to computational costs.
Prestressed concrete has long been accepted in statically loaded structures.
A finite element based hybrid subspace analysis procedure to predict the non-linear behaviour of statically loaded structures is presented.
Design of blast loaded structures is usually carried out following a deterministic rather than a probabilistic approach.
A topology optimization framework for effective energy management in dynamically loaded structures with rate-independent elastoplastic material behavior is presented.
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