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Page 1: ghalehnovi@um.acprofdoc.um.ac.ir/articles/a/1058487.pdf · [5] Fehling, E., Bunje, K., and Leutbecher, T Design Relevant Properties of Hardened Ultra High Performance Concrete Proceedings
Page 3: ghalehnovi@um.acprofdoc.um.ac.ir/articles/a/1058487.pdf · [5] Fehling, E., Bunje, K., and Leutbecher, T Design Relevant Properties of Hardened Ultra High Performance Concrete Proceedings

-2Korpa Trettin,

Rougeau, Borys

.

Graybeal

.

Yazici

Baena

FRP

Page 4: ghalehnovi@um.acprofdoc.um.ac.ir/articles/a/1058487.pdf · [5] Fehling, E., Bunje, K., and Leutbecher, T Design Relevant Properties of Hardened Ultra High Performance Concrete Proceedings

-3:

Page 5: ghalehnovi@um.acprofdoc.um.ac.ir/articles/a/1058487.pdf · [5] Fehling, E., Bunje, K., and Leutbecher, T Design Relevant Properties of Hardened Ultra High Performance Concrete Proceedings

-4

Page 6: ghalehnovi@um.acprofdoc.um.ac.ir/articles/a/1058487.pdf · [5] Fehling, E., Bunje, K., and Leutbecher, T Design Relevant Properties of Hardened Ultra High Performance Concrete Proceedings

Splitting Tensile Strength of Cylindrical

Concrete Specimensbriquette tension test

ACTM C496

ASTM C496

PL D f

)sp(f)sp(f

Page 7: ghalehnovi@um.acprofdoc.um.ac.ir/articles/a/1058487.pdf · [5] Fehling, E., Bunje, K., and Leutbecher, T Design Relevant Properties of Hardened Ultra High Performance Concrete Proceedings

briquette tension test

AASHTO T132

dogbone-shapedin

inin

132AASHTO T

Page 8: ghalehnovi@um.acprofdoc.um.ac.ir/articles/a/1058487.pdf · [5] Fehling, E., Bunje, K., and Leutbecher, T Design Relevant Properties of Hardened Ultra High Performance Concrete Proceedings

ASTM C469

Page 9: ghalehnovi@um.acprofdoc.um.ac.ir/articles/a/1058487.pdf · [5] Fehling, E., Bunje, K., and Leutbecher, T Design Relevant Properties of Hardened Ultra High Performance Concrete Proceedings

W/CUHPC

(load cell)

Page 10: ghalehnovi@um.acprofdoc.um.ac.ir/articles/a/1058487.pdf · [5] Fehling, E., Bunje, K., and Leutbecher, T Design Relevant Properties of Hardened Ultra High Performance Concrete Proceedings

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

Page 11: ghalehnovi@um.acprofdoc.um.ac.ir/articles/a/1058487.pdf · [5] Fehling, E., Bunje, K., and Leutbecher, T Design Relevant Properties of Hardened Ultra High Performance Concrete Proceedings

150-16-AII

65-16-AII

:AII

150-16-AII 100-16-AII 65-12-AII

100-16-AII

: AIII

Page 12: ghalehnovi@um.acprofdoc.um.ac.ir/articles/a/1058487.pdf · [5] Fehling, E., Bunje, K., and Leutbecher, T Design Relevant Properties of Hardened Ultra High Performance Concrete Proceedings

65-12-AIII

100-12-AIII

65-16-AIII

100-16-AIII

: AIII

AII ,AIII

Page 13: ghalehnovi@um.acprofdoc.um.ac.ir/articles/a/1058487.pdf · [5] Fehling, E., Bunje, K., and Leutbecher, T Design Relevant Properties of Hardened Ultra High Performance Concrete Proceedings

)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

Page 14: ghalehnovi@um.acprofdoc.um.ac.ir/articles/a/1058487.pdf · [5] Fehling, E., Bunje, K., and Leutbecher, T Design Relevant Properties of Hardened Ultra High Performance Concrete Proceedings

)m(S

(d)(C)c/d

Page 15: ghalehnovi@um.acprofdoc.um.ac.ir/articles/a/1058487.pdf · [5] Fehling, E., Bunje, K., and Leutbecher, T Design Relevant Properties of Hardened Ultra High Performance Concrete Proceedings

)m(S(d)

(c)c/dCEB-FIP

Rizkalla and Hwang

C26

.

Page 16: ghalehnovi@um.acprofdoc.um.ac.ir/articles/a/1058487.pdf · [5] Fehling, E., Bunje, K., and Leutbecher, T Design Relevant Properties of Hardened Ultra High Performance Concrete Proceedings

Rizkalla and Hwang

CEB-FIP

ndC

Page 17: ghalehnovi@um.acprofdoc.um.ac.ir/articles/a/1058487.pdf · [5] Fehling, E., Bunje, K., and Leutbecher, T Design Relevant Properties of Hardened Ultra High Performance Concrete Proceedings

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)

Page 18: ghalehnovi@um.acprofdoc.um.ac.ir/articles/a/1058487.pdf · [5] Fehling, E., Bunje, K., and Leutbecher, T Design Relevant Properties of Hardened Ultra High Performance Concrete Proceedings

[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.