PSI - Issue 11
Petr Stepanek et al. / Procedia Structural Integrity 11 (2018) 12–19
19
8
P
etr Stepanek at
al. / Structural In
tegrity Procedia
00 (2018) 000–
000
(if t can
he load level , therefore, be
is 60% f ult by assumed that
more than 1 in the case o
0%). Howev f test load lev
er, the modul els, there is n
us of elasticit o failure of th
y was not ad e fibres.
versely affect
ed. It
F ig. 6. S-N diagra
m for tested bare
GFRP bars and
bars encased in c
oncrete.
nowledgeme The presented eased reliabil quick and effe erences 440.3R-12, 2012 Hills, Michigan. M International, Beam Method (A okrane B., El Basalt/Vinylester S806-12, 2012. Technical Docum olymer Bars . R ers C., 1998. Te Building Materia le, F., Bodnárová Environment, Ke le F., Bodnárová Reinforcement. I 1662-9795; 10406-1:2015, 2 Switzerland. hari, V. M., 2007 M., Soudki K.,2 pp 1-8. s, O., Girgle, F., Experimental Stu an A. H., Adim Materials in Brid rt, M., Wang, P. there be any limi i, M., 2002. Effec
nts results were ity and durab ctive evaluat
Ack
obtained with ility against f ion of produc
the financial atigue loads” t quality and d
support of p and FAST-J etermination
roject TH0302 18-5224 “Inte of degradatio
0067 “FRP r-laminar she n rate”.
reinforcemen ar test of FRP
t with bars
incr for Ref
ACI AST Benm CSA P Dem Girg Girg ISO Karb Noël Janu Rahm Robe
. Guide tests me 2016. Standard STM D4475-02) gabbas F., Ahm , and Basalt/Epo Design and con ent CNR-DT 20 ome: ITA, 2007. nsion-tension A ls, Vol. 12, pp 30 , L., Kučerová, A y Engineering M , L., Januš, O., n: Special Concr 008. Fibre-reinf . Durability of c 014. Fatigue Beh Rozsypalova, I. dy, to be publish i M. R., Benm ges and Structure , Cousin, P., Ben tations?, J. Comp t of fire on FRP
thods for fiber-re Test Method for ”, West Conshoh ed E., Cousin xy FRP Bars. Jou struction of bui 3/2006: Guide f 39 s. xial Fatigue of E 3-310. ., Janák, P., Pro aterials. 677, 43 Kostiha, V., 201 ete and Compos orced polymer ( omposites for civ avior of GFRP , Kostiha, V., Ste ed, FIB congress okrane B., 1996 s, Vol. 2, pp 691 mokrane, B., 20 os. Constr. 14 (4 reinforced concr
inforced polyme Apparent Horiz ocken. P., 2015. Cha rnal of Composi lding structures or the Design an -glass Fiber-rein keš, J., 2016. Ex 48. 8. Influence of A ites. Key Engine FRP) reinforcem il structural appl Reinforcing Bars panek, P., 2018 , Melbourne, Oc . Fatigue behav -698. 10. Temperature ), 361–367. ete members, Co
rs (FRPs) for rein ontal Shear Stren racterization an tes for Construct with fibre-reinfo d Construction o forced Polymer perimental Verif lkalinity and A ering Materials, ent of concrete ications, Elsevie in Air and in Co . The Behaviour tober 2018 iour of FRP rei as an acceleratin
forcing or streng gth of Pultruded d Comparative ion, Vol. 19, pp rced polymers, C f Concrete Struc ic Composites: F ication of Behav mbient Tempera Vol. 760, pp. 21 - Test methods r. ncrete. Journal o of Inner GFRP nforcements enc g factor for long
thening concrete Reinforced Pla Durability Stud 1-12. anadian Standa tures Reinforced atigue Life Diag ior of Glass and ture on Long-Te 3-218. ISBN 978 - Part 1: FRP b f Composites fo Reinforcement u ased in concrete -term durability
structures, Farm stic Rods by the y of Glass/Vin rds Association with Fiber-Rein ram. Constructi Carbon Fibers in rm Properties of -3-0357-1240-7 ars and grids; G r Construction, V nder Fatigue Loa . Advanced Com testing of FRPs:
ington Short ylester, (CSA), forced on and Alkali GFRP , ISSN: eneva, ol. 18, ding – posite Should
Saaf
mposite Structur
es. 58, 11–20.
Made with FlippingBook Annual report maker