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Because of that, single lap joint specimens are developed to carry out the experimental procedure.
Based on detailed numerical analysis of standard cruciform specimens, newly designed specimens are developed and numerically studied.
In the meantime, more simple and practical solutions, here denoted "ad-hoc" specimens, are developed to facilitate their preparation in the laboratory.
In this paper, seven specimens are developed to study the load-carrying capacity, stiffness and strength enhancement of the strengthened columns.
In the analytical study, finite element models of the four test specimens are developed to predict the hysteretic behaviour and the stress distribution.
In addition, complex elasto plastic FE models of the three specimens are developed to investigate in detail the lateral force resistance behavior of stiffened steel plate shear walls.
Similar(53)
Methodologies were developed for specific specimens to permit assignment of C level and interpretation of If data.
Two types of specimens were developed and tested cyclically.
The finite element (FE) models of test specimens were developed and validated against experimental results.
A novel technique to measure in vitro disc pressures in human cervical spine specimens was developed.
A cracking model as function of time and dimensions of the specimens was developed.
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