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Calibration Of HJC Constitutive Parameters Of Huashan Granite And Its Blasting Damage Numerical Simulation

Posted on:2019-07-13Degree:MasterType:Thesis
Country:ChinaCandidate:C C BiFull Text:PDF
GTID:2370330548961409Subject:Bridge and tunnel project
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The dyna mic blast ing damage assessment of rock is an important part of engineer ing ant i-knock research,the current theoretical research leve l has to be improved in describ ing vario us aspects of blasting,the cost required for the experime nt is high,the imp le mentat io n period is long,and it is diffic ult to measure the re leva nt parameters complete ly and accurately.Wit h t he increase of computat iona l le ve l,numer ica l s imulat ion tec hno logy can not only per fect ly reproduce the various processes of blasting dama ge,but also effective ly describe the dyna mic response of rock under b last loading,t hus is used by a large number of scie nt ific researchers.Studies have shown t hat choosing suitable const it ut ive model a nd mode l parameters,us ing reasonab le mes hing met hod,and combining an excelle nt numer ical a lgor it hm are the guarantees for obtaining accurate and effic ient s imulat ion res ults.In order to improve the accuracy of numer ica l simulat ion,focus ing on the scient ific issues of blast ing damage to Huashan granite,following tasks are carried out:First ly,a group of Holmq uist-Johnson-Cook(referred to as HJC)constitut ive parameters of rock were determined by basic experiment,theoretica l calc ulat ion and empir ica l va lue,the finite ele me nt software of ANSYS/LS-DYNA was used to simulate t he blast ing dama ge of rock.Based on this,the different fa ilure types of ele ments and t he sensit ivity o f the HJC constit ut ive parameters were analyzed.It turned out that the maximum tens ile stress failure type is suitable for blast ing da mage s imulat ion,and the HJC constit ut ive parameters have differe nt sens it ivit ies to the results of the calc ulat ion results,among whic h??G?B?N and f_c exert great influence on the peak velocit y and peak displacement,so more attention should be paid when these parameters are determined.The n,the derivat ion process and properties of t he programmed grad ient mes h partit ion funct io n was introduced in detail,and t he influence of d ifferent mesh precisio n on the calc ulat ion results was discussed based on the unifor m mesh and the gradient mesh.It was found that the calc ulat ion results were affected not only by t he mesh s ize of t he medium itse lf,but a lso by t he ratio o f adjacent mesh s ize,and the size of adjacent mesh should not be too large.In the case of the same ca lculat io n precis io n,the comp utat iona l storage space required for the gradient mesh is less than that of the uniform mesh.Fina lly,the coup ling a lgor it hm of t he s mooth part icle(SPH)and the finite ele ment(FEM)was introduced,the detailed modeling process was give n with the examp le of blast ing s imulat ion,and the impact of different part icle generat ion and different partic le range on the blast ing s imulat io n results were analyzed.The results show that t he SPH particles generated by the geometr ic shape are evenly distr ib uted,and the simulat ion of rock blast ing effect is good when coup ling wit h t he finite e le ment.Moreover,when t he partic le range is too sma ll,the coupling between SPH partic les and finite ele ments will be affected.And while t he partic le range is too large,the co mputat ion t ime a nd storage space will increase.Therefore,it is suggested that the reasonable particle ra nge is about 12~16 times of the explosive radius.
Keywords/Search Tags:Granite, HJC constitutive parameter, Parameter sens itivity, Mesh precision, SPH-FEM coupling algorithm
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