Abstract: Surrogate model has received increasing attention for use in detecting damage of structures based on vibration modal parameters. However, uncertainties existing in the measured vibration data may lead to false or unreliable output result from such model. In this study, an efficient approach based on Monte Carlo simulation is proposed to take into account the effect of uncertainties in developing a surrogate model. The probability of damage existence (PDE) is calculated based on the probability density function of the existence of undamaged and damaged states. The kriging technique allows one to genuinely quantify the surrogate error, therefore it is chosen as metamodeling technique. Enhanced version of ideal gas molecular movement (EIGMM) algorithm is used as main algorithm for model updating. The developed approach is applied to detect simulated damage in numerical models of 72-bar space truss and 120-bar dome truss. The simulation results show the proposed method can perform well in probability-based damage detection of structures with less computational effort compared to direct finite element model.
Abstract: This paper presents the trajectory tracking control of a
spatial redundant hybrid manipulator. This manipulator consists of
two parallel manipulators which are a variable geometry truss (VGT)
module. In fact, each VGT module with 3-degress of freedom (DOF)
is a planar parallel manipulator and their operational planes of these
VGT modules are arranged to be orthogonal to each other. Also, the
manipulator contains a twist motion part attached to the top of the
second VGT module to supply the missing orientation of the endeffector.
These three modules constitute totally 7-DOF hybrid
(parallel-parallel) redundant spatial manipulator. The forward
kinematics equations of this manipulator are obtained, then,
according to these equations, the inverse kinematics is solved based
on an optimization with the joint limit avoidance. The dynamic
equations are formed by using virtual work method. In order to test
the performance of the redundant manipulator and the controllers
presented, two different desired trajectories are followed by using the
computed force control method and a switching control method. The
switching control method is combined with the computed force
control method and genetic algorithm. In the switching control
method, the genetic algorithm is only used for fine tuning in the
compensation of the trajectory tracking errors.
Abstract: Strut-and-Tie Models (STM) for the design of concrete beams, comprising of struts, ties, nodes as the basic tools, is conceptually simple, but its realization for complex concrete structure is not straightforward and depends on flow of internal forces in the structure. STM technique has won wide acceptance for deep member and shear design. STM technique is a unified approach that considers all load effects (bending, axial, shear, and torsion) simultaneously, not just applicable to shear loading only. The present study is to portray Strut-and-Tie Modeling based on Load-Transfer-Mechanisms as a unified method to analyze, design and detailing for deep and slender concrete beams. Three shear span- effective depth ratio (a/ d) are recommended for the modeling of STM elements corresponding to dominant load paths. The study also discusses the research work conduct on effective stress of concrete, tie end anchorage, and transverse reinforcement demand under different load transfer mechanism. It is also highlighted that to make the STM versatile tool for design of beams applicable to all shear spans, the effective stress of concrete and, transverse reinforcement demand, inclined angle of strut, and anchorage requirements of tie bars is required to be correlated with respect to load transfer mechanism. The country code provisions are to be modified and updated to apply for generalized design of concrete deep and slender member using load transfer mechanism based STM technique. Examples available in literature are reanalyzed with refined STM based on load transfer mechanisms and results are compared. It is concluded from the results that proposed approach will require true reinforcement demand depending on dominant force transfer action in concrete beam.