[email protected]/articles/a/1058487.pdf · [5] fehling, e., bunje, k., and...
TRANSCRIPT
-2Korpa Trettin,
Rougeau, Borys
.
Graybeal
.
Yazici
Baena
FRP
-3:
-4
Splitting Tensile Strength of Cylindrical
Concrete Specimensbriquette tension test
ACTM C496
ASTM C496
PL D f
)sp(f)sp(f
briquette tension test
AASHTO T132
dogbone-shapedin
inin
132AASHTO T
ASTM C469
W/CUHPC
(load cell)
c/d
AIII,AII
X-Y-MXY
M100 -12-AII
AII
100-12-AII
65-12-AII
150-12-AII
AII
150-12-AII 100-12-AII 65-12-AII
150-16-AII
65-16-AII
:AII
150-16-AII 100-16-AII 65-12-AII
100-16-AII
: AIII
65-12-AIII
100-12-AIII
65-16-AIII
100-16-AIII
: AIII
AII ,AIII
)min(S)max(S
)m(S
maxSminS
KNmmmm
65-12-AII
65-12-AIII
100-12-AII
100-12-AIII
150-12-AII
150-12-AIII
65-16-AII
65-16-AIII
100-16-AII
100-16-AIII
150-16-AII
150-16-AIII
)m(S
(d)(C)c/d
)m(S(d)
(c)c/dCEB-FIP
Rizkalla and Hwang
C26
.
Rizkalla and Hwang
CEB-FIP
ndC
AIIAIII
AII
AIII
c/d
(d)(C)c/d
CEB-FIP
) ctf
224ACI
][
[2] Korpa, A., and Trettin, R The Use of Synthetic Colloidal Silica Dispersions for Making High Performance and Ultra High Performance Systems (HPC/UHPC) International symposium on Ultra High Performance Concrete, Kassel, Germany, ,September 13-15(2004) 155-164.
[3] Rougeau, P., and Borys, B Ultra High Performance Concrete with Ultrafine Particles Other Than Silica fume in; Ultra High Performance Concrete International Symposium on Ultra High Performance Concrete, Kassel University Press, Kassel, Germany, September 13-15(2004) 213-225.
[4] Graybeal, B Material Property Characterization of Ultra-High Performance Concrete Federal Highway Administration, Publication No. FHWA-HRT-06, No.103. (2006)
[5] Fehling, E., Bunje, K., and Leutbecher, T Design Relevant Properties of Hardened Ultra High Performance Concrete Proceedings of the International Symposium on Ultra High Performance Concrete, Kassel University Press, Kassel, Germany (2004) 327-338.
[6] Droll K Influence of Additions on Ultra High Performance Concretes Grain Size Optimization Proceedings of the International Symposium on Ultra High Performance Concrete, Kassel University Press, Kassel, Germany, September 13-15(2004) 285-301
[7] Yazici, H The Effect of Curing Conditions on Compressive Strength of Ultra High Strength Concrete with High Volume Mineral Admixtures Building and Environment42, No. 5 (2007) 2083-2089.
[8] Richard, P., and Cheyrezy, M Composition of Reactive Powder Concretes Cement and Concrete Research25, No. 7, Oct (1995) 1501-1511.
[9] Graybeal, B., and Tanesi, J Durability of an Ultrahigh-Performance Concrete Journal of Materials in Civil Engineering, ASCE19, No. 10 (2007) 848-854.
[10] Aïtcin, P. C., Lachemi, M., Adeline, R., and Richard, P The Sherbrook Reactive Powder Concrete Footbridge Structural Engineering International (IABSE) 8, No.2 (1998) 140-144.
[11] Bonneau, O., Lachemi, M., Dallaire, E., Dugat, J., and Aïtcin, P Mechanical Properties and Durability of Two Industrial Reactive Powder Concretes ACI Materials Journal 94, No. 4 (1997) 286-290.
[12] Bonneau, O., Poulin, C., Dugat, J., Richard, P., and Aïtcin, P. C Reactive Powder Concretes: From Theory to Practice Concrete International, April (1996) 47-49.
[13] Baena, M., Torres, L.,Turon, A., and Miàs, C Analysis of cracking behavior and tension stiffening in FRP reinforced concrete tensile elements Composites Part B: Engineering 45, No. 1 (2013) 1360-1367
[14] CEB-FIP, CEB-FIP Model Code 1990 for Concrete Structures, Committee Euro- International du Beton and Federation International de la Precontrainte, ThomasTelford, London (1993).
[15] Shayanfar, M.A., Ghalehnovi, M. and Safiey, A Corrosion effects on tension stiffening behavior of reinforced concrete Computers and Concrete; An International Journal 4, No. 5 (2007) 45-70.
[16] Rizkalla, S.H. and Hwang, L.S Crack Prediction for Members in Uniaxial Tension ACI.J.81, No. 11 (1984) 572-579.