Sentence examples for models of reinforcing from inspiring English sources

Tensile, compressive and shear models of cracked concrete and models of reinforcing and prestressing steel were used to account for the material nonlinearity of reinforced concrete and prestressed concrete.

The results show that the existing uniaxial material models of reinforcing bars that are calibrated using stress strain behaviour of isolated bars cannot represent the behaviour of reinforcing bars inside RC columns.

In this study the results of two experimental models of reinforced concrete frames are investigated.

Therefore, the new finite element models of reinforced concrete material could be installed into OpenSees for performing analysis on reinforced concrete membrane structures.

Many prototypes as well as models of reinforced cement concrete (RCC) frames have been tested by Benjamin and Williams (1958, 1959) with plain and reinforced concrete infill walls.

The location of the critical slip surfaces is determined based on peak strength as observed in laboratory soil element testing as well as centrifugal models of reinforced slopes.

Finite element models of reinforced concrete structures have generally been based on mesh discretization of a continuous domain into a set of discrete subdomains, usually called elements representing the concrete and the steel reinforcement.

Standard nonlinear time history analyses of 4 reference structural models of reinforced concrete (RC) structures having different degree of complexity are firstly carried out monitoring results in terms significant engineering seismic demand parameters.

While models of reinforced home palliative care were compared with the care provided by existing specialist home palliative care teams, wider evaluations of home palliative care services (intermediate or specialist) compared it with usual care.

Models for material nonlinearity include tensile, compressive and shear models for cracked concrete and a model of reinforcing steel incorporating the smeared crack approach.

Reinforcement strength should be considered in numerical modeling of reinforced soil structures when the reinforcement strength is less than the upper bound value and internal and compound stabilities are concerned.