Slab No. However, the measured slab-rotation for the test slabs showed inconsistency with the predicted values. In general, the experimental results on the

1) Significant moment redistribution from support to mid-span may occur before punching in slabs with low amount of flexural reinforcement on supports due to cracking of concrete

• If your Apple system is at a lower version of SEP than what is secure or if it is not installed at all, you should first look to see if there is an available installation in

published test results and the predicted ones by the Neural Networks Technique covering a large number of variables (as column size , slab depth , concrete’s strength , effects of

Flexural behavior and punching shear strength of an actual slab may be significantly influenced by redistribution between hogging and sagging moments and compressive membrane

For the other strengthened specimens, S-2 to S-5, the predicted punching shear strength using the concrete depth (d = 75 mm) was the same as the con- trol specimen – as the effect

Nuno F.Silva Mamede et.al., (2013) analysed the punching shear of flat slabs through experimental and 3D nonlinear FEA.Numerical results were compared with experimental ones

Also, Electrical strain gauges with 10 mm length, 119.8±0.2 ohms' resistance were used to measure shear strain in web and longitudinal strains of top and bottom flanges of steel

The existing provisions for punching of slabs in most international design standards for reinforced concrete are based on tests of steel reinforced slabs.. The elastic stiffness

used for the design of steel reinforced concrete slabs failing in punching

The existing provisions for punching of slabs in most international design standards for reinforced concrete are based on tests of steel reinforced slabs.. The elastic stiffness

Technology developments need to be folded into the architecture and the expected outcome of this meeting is an agreed view on the interfaces and services of Lambda exchanges and

Having in mind that the numerical model was previously calibrated and shown a good accuracy on predicting the experimental results, the outcome of the numerical simulations

On this basis, a simple design equation for the punching shear capacity of steel fibre reinforced concrete (SFRC) slabs is proposed.. Crown Copyright Ó 2012 Published by

For this purpose, numerous nonlinear finite element simulations were carried out to determine the behavior and punching shear strength of flat concrete slabs with different

7—Test results as function of transverse shear reinforce- ment ρw and flexural reinforcement ratio ρ (all tests failing within shear reinforced zone except Test PV3 [ ρ =

In the paper is treated the influence of the main parameters to the punching shear resistance and punching behaviour of the reinforced concrete footings and foundation slabs,

The Critical Shear Crack Theory forms the background to the design approach used in Model Code 2010, so after the theoretical background and the use of the method are described,