#How

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Paper for compressive behaviour of concrete
www.researchgate.net/publicat...
Paper for Tensile behaviour of concrete
www.sciencedirect.com/science...
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Пікірлер: 36

  • @abaqusfem
    @abaqusfem Жыл бұрын

    watch this video for more clear understanding kzread.info/dash/bejne/aH9msseAZ6qsd6w.html

  • @dineshjagadisan4862
    @dineshjagadisan48622 жыл бұрын

    Thank you sir

  • @diribamosisa6509
    @diribamosisa65092 жыл бұрын

    Hello, please could you help me on concrete encased frame joint structure with cyclic load?

  • @dinhvanduc4539
    @dinhvanduc45393 жыл бұрын

    Thanks you bro!

  • @abaqusfem

    @abaqusfem

    3 жыл бұрын

    subscribe and share

  • @aldairraymehidalgo2909
    @aldairraymehidalgo29092 жыл бұрын

    Excuse me to obtain the modulus of elasticity that concrete resistance uses. Thanks

  • @Sh23456
    @Sh234566 ай бұрын

    The CDP can be used in Shearwall or for beam only?

  • @ephremmohammed2107
    @ephremmohammed21073 жыл бұрын

    How did you get the ultimate strain of concrete under compression?

  • @user-lb1zz9ed3t

    @user-lb1zz9ed3t

    2 жыл бұрын

    Usually it take at this value or you see Nilson book he showed it clear

  • @mahmudulhasan832
    @mahmudulhasan8322 жыл бұрын

    Hello, can I get the excel file of compressive behavior, please?

  • @user-cv7mv1xx8l
    @user-cv7mv1xx8l Жыл бұрын

    Hallo dear, I am wondering why you are using the model of the second paper for the tensile behaviour. In Kent and Park we have the model parameters for compression and tension. Why you do not use them?

  • @abaqusfem

    @abaqusfem

    Жыл бұрын

    You can use it no problem, I have used another paper because there we are getting more points

  • @Mohammedr555
    @Mohammedr5552 жыл бұрын

    when i try to open edit keywords , it has only data for parts but not has any data for material , sections , steps .....et

  • @abaqusfem

    @abaqusfem

    2 жыл бұрын

    Contact personally

  • @asmamawkassew8563
    @asmamawkassew8563 Жыл бұрын

    how can calculate compressive strength of ultra high performance fiber reinforced concrete(UHPFRC)?

  • @abaqusfem

    @abaqusfem

    Жыл бұрын

    kzread.info/dash/bejne/aH9msseAZ6qsd6w.html watch it

  • @MrGabry83
    @MrGabry832 жыл бұрын

    hello I am an Italian student. This work is good for stone masonry?

  • @abaqusfem

    @abaqusfem

    2 жыл бұрын

    Yes

  • @zainsaeed147
    @zainsaeed147 Жыл бұрын

    Dear can you please confirm that for CDP in Abaqus the concrete stress- strain relationship we need to use is for a confined concrete or unconfined concrete ?? Actually i have a simulation in which the grout is confined by steel sleeve so i need to know that i modelled the sleeve in Abaqus with grout and i believe that Abaqus should consider the confining effect of this steel sleeve on grout and therefore in my CDP i used the unconfined stress - strain relationship ..is my approach ok or i need to used the confined stress -strain relationship for my CDP ?

  • @abaqusfem

    @abaqusfem

    Жыл бұрын

    According to me it should be confined, even if abaqus is providing confirming effect but the stress defined is for unconfined . So both are contradictory

  • @zainsaeed147

    @zainsaeed147

    Жыл бұрын

    @@abaqusfem thanks for the reply but if we use the confined stress strain relationship for CDP then there is still need to model the sleeve in Abaqus.? Secondly all material value to be entered in Abaqus are taken from a coupon test (just a conversion to true stress-strain ) but for the grout or concrete considering your opinion we cannot directly use the cylinder testing results and have to use a model to convert this unconfined stress strain data to confined stress -strain data

  • @abaqusfem

    @abaqusfem

    Жыл бұрын

    Simple explanation, if 10 is the yield stress of UNCC and 12 is the yield stress of CNC then the concrete will yield at stress value of 10 irrespective of confinement provided by abaqus which i guess is wrong

  • @zainsaeed147

    @zainsaeed147

    Жыл бұрын

    @@abaqusfem it means for modelling a confined concrete specimen in Abaqus the stress strain relationship used in CDP should be of a confined concrete and for this we cannot use directly the cylinder stress-strain data

  • @SunnyMishraced

    @SunnyMishraced

    Жыл бұрын

    Hi Dear, I provided unconfined stress-strain curve in modelling, after analysis, I am getting higher stress values than max unconfined stress for a few elements (critical element). Is this the effect of confinement? In fact for without reinforcement also I m getting higher stress than provided maximum stress.

  • @ephremmohammed2107
    @ephremmohammed21073 жыл бұрын

    when we use the value from the material you use it will not produce the same inelastic property.

  • @abaqusfem

    @abaqusfem

    3 жыл бұрын

    everything is correct

  • @ephremmohammed2107

    @ephremmohammed2107

    3 жыл бұрын

    @@abaqusfem how is the ultimate strain equals to 0.002. (because it must vary with ultimate concrete strength) ?? This is also my question for my project sir

  • @ephremmohammed2107

    @ephremmohammed2107

    3 жыл бұрын

    i need to generate for 70

  • @ephremmohammed2107

    @ephremmohammed2107

    3 жыл бұрын

    ​@@abaqusfemThank you.​

  • @ephremmohammed2107

    @ephremmohammed2107

    3 жыл бұрын

    sir friendship is good than .......

  • @abaqusfem
    @abaqusfem3 жыл бұрын

    please subscribe my channel please🙏🙏🙏

  • @usmanzafar7293

    @usmanzafar7293

    Жыл бұрын

    subscribed

  • @danisyaputri5275
    @danisyaputri52752 жыл бұрын

    Hello, may i get the excel file of compressive behavior please?

  • @danisyaputri5275

    @danisyaputri5275

    2 жыл бұрын

    I mean the your cdp excel..

  • @CGH7708
    @CGH77082 жыл бұрын

    Hello, can i get the excel file of compressive behavior please?

  • @abaqusfem

    @abaqusfem

    2 жыл бұрын

    contact personally ,paid service

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