· scara 1:50 Talga metalica TalR metalica Tal 1 Talga metalica metalica Sect.l-l SC 1'20 øms 5 øt(Vt5 Plan armare grinzi de fundare scara 1:50 8Ø18L=10.50 "000 . 50u Iou 100

S2

S4

S6

S8

S5

S1

S3

S7

200

200

100

200 -3000

-2000

-1000

0

1000

2000

3000

4000

0 0.001 0.002 0.003

Norm

al s

trai

n, μ

m/m

Time, s

S6-exp

S6-num

-5000

0

5000

10000

15000

20000

0 0.001 0.002 0.003

Norm

al s

trai

n, μ

m/m

Time, s

S6-exp

S6-num

= 1.2 0.5 NDG P L (1)

-35

-30

-25

-20

-15

-10

-5

0

0 0.1 0.2 0.3 0.4 0.5

Dep

lasa

re v

erti

cala

, mm

Timp, s

explozie

stalp lipsa-70

-60

-50

-40

-30

-20

-10

0

0 0.1 0.2 0.3 0.4

Dep

lasa

re v

erti

cala

, mm

Timp, s

explozie

stalp lipsa

-900

-800

-700

-600

-500

-400

-300

-200

-100

0

0 0.2 0.4 0.6 0.8

Dep

lasa

re v

erti

cala

, mm

Timp, s

explozie

stalp lipsa

55

10

10

2

8 10

Evaluarea integritatii structurale a structurilor in cadre metalice

Florea Dinu, Dan Dubina

Universitatea Politehnica Timisoara

CEA DE A XXVII-A C O N F E R I N Ţ Ă NAŢIONALĂ AICPSBrasov, 18-19 mai 2017

Proiectele de cercetare CODEC si FRAMEBLAST

Experimental testing and numerical modeling of

steel frames under close-in detonations

F. Dinua,b, I. Margineana, D. Dubinaa,b , A. Kovacsc, E. Ghicioic

a Politehnica University Timisoara b Romanian Academy, Timisoarac INCD INSEMEX Petrosani