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Angelo Simone's picture

PhD position in computational mechanics

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A fully funded PhD position is available in the area of multi-scale modeling of geomaterials within the research projectFailure of cohesive geomaterials: bridging the scales - GEOBRIDGEat Laboratoire Sols, Solides, Structures – Risques (3S-R), Université Joseph Fourier, Grenoble, France.

Reza Mousavi's picture

R C Beams

I am a novice user of abaqus and trying to model crack growth in rc beams with longitudinal reinforcement and stirrups under dynamic loads by try and error methodTongue out

siu's picture

Modelling RC component with ABAQUS considering bond-slip.

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Hello, all

I am trying to model a corroded beam under loading considering bond-slip effects. Following is the methods i used,

  • FRACTION

I define the interface between the reinforcement and the concrete, then i added fraction and give the fraction coefficient. However without vetical force, the fraction coefficient is useless. I also define the shear limit which brings no improvement too. So i give up this solution.

traditional concrete model VS damage concrete model

In my opioion, the traditional concrete model is taking the smeared cracking concept to deal with the tensile cracking and using the elastoplastic method to deal with the compressive softening.

We can find that recently the CDM based concrete model become a hot research subject.

But what are the advantages of the CDM-based?

Thank you very much!

Gouse's picture

总(粗骨料)大小对欺诈的影响pressive strength of concrete

Hi,

I want to know what is the effect of coarse aggregate size or size of the aggregate on compressive strength of concrete.And similarly what is effect of aggregate size on tensile strength of concrete.

我有一些文件相互矛盾I am confused.

With Warm Regards

Gouse

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