Rfem Presentation r1

8/18/2019 Rfem Presentation r1

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Welcome to the presentation of

RFEMObject based Modeling Powered by Intelligent AutoMeshing


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Headquarters in Tiefenbach/ Germany

About the dveloper Ing.-Software Dlubal

Deelo!ment in Prague/"#ech $e!ublic

%& 'ears of e(!erience in )tructural

Analysis )oftware

"urrently hae *+&& ,m!loyees

)oftware is used -orld.-ide in & "ountries

Oer 0&&& 1sers -orld.-ide


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2ust install and start wor3ing 444 5o )!ecial

training needed6

Why chose RFEM?

- Most Simple

to use

7n!ut through Gra!hics/ Dialogues/Tables "om!letely object oriented 8 2ust clic3 on

any object and change the !ro!erties

9ocating an object or node is ery sim!le

een in a huge model

)olutions to handle singularities caused by

nodal su!!orts or nodal loads


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Huge libray of !redefined !arametric models to suit arious industry needs

Why chose RFEM?

- Huge library of

parametric modelsThe more interesting is user can create their own !arametric structure library

"ooling towers

Tan3s

)ilos


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"reate objects using formula editor

Why chose RFEM?

- Parametric modelling

2ust change the ariable in the formula< the whole structure will be recreated

including loadings 666Considerable increase in your productivity!!!


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2ust create members< slabs< !lates< walls< o!enings and solids 8 Programautomatically creates mesh generation666 Connectivity problems are elminated !!!

y c ose

- Automeshingcapabilities

:urther Automesh refinements at selcted nodes66


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2ust create objects/ surfaces !rogram can auotmatically create intersections

y c ose

- Automatic creation ofsurface intersections

=ery !owerful o!tions to model com!licated surfaces and intersections of

arious !arts of equi!ments/structures


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"reates surfaces from members

RFEM for special applications

- Design of steel girders

>uc3iling analysis and calculation of buc3ling load factros

"hec3ing of surfaces for allowable stresses

Design of cured beams/girders

Design of beams with o!enings

Design of beams with stiffners


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"rane legs


- Design of box girders

-hole model


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O!timi#ation of ta!ered sections< which will be largely benefitted by Pre. ,ngineered>uilding "onstruction "om!anies

or spec a app ca ons

- Portal frames andoptimisation of tapered sections


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$eactor subjected to large differential tem!eratures


- Material non-linearanalysis


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1ser need to s!ecify the bore hole information< !rogram automatically calculate "+ and

"% alues


- Soil Structure interaction

O!tion to s!ecify the normal and shear s!rings< which is useful for modeling !ile

elements


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Analysis and design of glass surfaces @with or with out layers


- Analysis and design ofGlass surfaces

Possibility to consider geometric non linear o!tion



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>olt modeling using contact elements


- Modeling using contactelements

RFEM f i l li ti


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7) ? Design according 7ndian "ode 7) B&&


- steel member design for

various country codes,"C? Design according to ,uro "ode C

A7)"? Design according to A7)" @9$:D or A)D



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"alcualtion of )hear reinforcements in concrete !lates< which is critical forheaily loaded )labs< $afts< Machine foundations< Abutment :oundations and etc6


- Thic plate design forconcrete surfaces

,"%? Design according to ,uro "ode %

Plate design for !unching and crac3ed sections< >eam and "olumn design



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Tower Ty!e? Triangular/ $ectangular


- Telecom!TransmissionTo"er Modelling

9ibrary of ertical bracings

9ibrary of hori#ontal bracings

9ibrary of cross arms



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Tower equi!ments wi#ard


- Telecom!TransmissionTo"er Modelling

Tower loading wi#ard


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Different time histories can be a!!lied in different directions simultaneously6


- Dynamic analysis

r n repor unc ons


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Outstanding !resentation of results using gra!hics and tables

r n repor unc ons

- #utstanding presentationof results

Huge saings on !rinting costs because of smart re!resentation of results summary


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,(cellent intero!erability with direct lin3s and generic interfaces to e(changemodels to arious Analysis< Detailing< Plant ,ngineering and "AD software

RFEM import & Export options

- $xcellent interoperability

7m!ort o!tions ,(!ort O!tions

an a one on app ca ons


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)tress :atigue design for crane runway and welds

Deformation analysis

Plate buc3ling design for wheel load introduction

an a one on app ca ons

- %rane Girder Design & Din%ode'


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P9AT,.>1";975G analy#es safety against buc3ling for rectangular !lates

according to D75 +BB&& !art C

The !lates can be reinforced with hori#ontal or ertical stiffeners @flat !late<

angle< T.stiffener< tra!e#oidal stiffener< 1.section< bulb flat steel6

The load on the edges of the !late is o!tionally user.defined or can be im!orted

from $:,M6

- ($M Plate )uciling analysis forsti*ened plates & Din'

Stand alone applications

http://dlubal.com/ProductDetail.aspx?id=1105http://dlubal.com/ProductDetail.aspx?id=1105


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=ery com!rehensie com!osite girder design

Stand alone applications

- %omposite Girder Design & $uro%ode +'


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7ntegrated )teel "onnections design

Stand aloneAdd on applications

- in brief

Timber design

7m!erfections

"onstruction stages modelling

Many more 6666


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Sample pro!ects "here RFEM is used

Fairgrounds in Milano(Italy)


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Olympic Stadium in Berlin(by Krebs & Kiefer)


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Airport in Gra(Austria)


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!den "ro#ect ($K)


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!ntrance Scottis%"arliament (!dinboroug%)


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!po 'oof (orld !"O *+++,anno-er)


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Facade of t%e AllianArena in Munic%


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,otel Marina at .a/e0onstance


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1ree column for gasstation roof


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O2ce building


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Want to #no" more about $lubal Soft"are?

To 3now more about $:,M< !lease isit

www6dlubal6com

:or an online demo !lease write to us

www6ramcadds6in

Ram Caddsys Pvt Ltd %'() *'th Street)+th Avenue) Asho# ,a-ar)

.hennai / 0'' '12) 3ndia4

Ph5 '66 (2++06) (6+627** 2700

Fax5 '66 (6170'7+

Email5 info8ramcadds4in
http://www.dlubal.com/http://www.ramcadds.com/mailto:[email protected]:[email protected]://www.ramcadds.com/http://www.dlubal.com/

Rfem Presentation r1

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