-
1
-
-
56349161673
-
Tensile capacity of GFRP postinstalled adhesive anchors in concrete
-
JCCOF2 1090-0268.10.1061/(ASCE)1090-0268(2008)12:6(596)
-
Ahmed, E. A., El-Salakawy, E. F., and Benmokrane, B. (2008). " Tensile capacity of GFRP postinstalled adhesive anchors in concrete." J. Compos. Constr. JCCOF2 1090-0268, 12 (6), 596-607. 10.1061/(ASCE)1090-0268(2008) 12:6(596)
-
(2008)
J. Compos. Constr.
, vol.12
, Issue.6
, pp. 596-607
-
-
Ahmed, E.A.1
El-Salakawy, E.F.2
Benmokrane, B.3
-
2
-
-
77955238305
-
Bond between FRP laminates and curved concrete substrates with anchoring composite spikes
-
Lecce, Italy
-
Aiello, M. A., De Lorenzis, L., Galati, N., and La Tegola, A. (2004). " Bond between FRP laminates and curved concrete substrates with anchoring composite spikes." Proc., Innovative Materials and Technologies for Construction and Restoration (IMTCR 2004), Lecce, Italy.
-
(2004)
Proc., Innovative Materials and Technologies for Construction and Restoration (IMTCR 2004)
-
-
Aiello, M.A.1
De Lorenzis, L.2
Galati, N.3
La Tegola, A.4
-
6
-
-
34047164118
-
Analysis and design of FRP composites for seismic retrofit of infill walls in reinforced concrete frames
-
DOI 10.1016/j.compositesb.2006.08.007, PII S1359836806001661, Infrastructure Composites under Extreme Loadings
-
Binici, B., Ozcebe, G., and Ozcelik, R. (2007). " Analysis and design of FRP composites for seismic retrofit of infill walls in reinforced concrete frames." Composites, Part B CPBEFF 1359-8368, 38 (5-6), 575-583. 10.1016/j.compositesb.2006.08.007 (Pubitemid 46518251)
-
(2007)
Composites Part B: Engineering
, vol.38
, Issue.5-6
, pp. 575-583
-
-
Binici, B.1
Ozcebe, G.2
Ozcelik, R.3
-
8
-
-
0027869064
-
Behavior of chemically bonded anchors
-
JSENDH 0733-9445.10.1061/(ASCE)0733-9445(1993)119:9(2744)
-
Cook, R. A. (1993). " Behavior of chemically bonded anchors." J. Struct. Eng. JSENDH 0733-9445, 119 (9), 2744-2762. 10.1061/(ASCE)0733- 9445(1993)119:9(2744)
-
(1993)
J. Struct. Eng.
, vol.119
, Issue.9
, pp. 2744-2762
-
-
Cook, R.A.1
-
10
-
-
0027656430
-
Bond stress model for design of adhesive anchors
-
ASTJEG 0889-3241
-
Cook, R. A., Doerr, G. T., and Klinger, R. E. (1993). " Bond stress model for design of adhesive anchors." ACI Struct. J. ASTJEG 0889-3241, 90 (5), 514-524.
-
(1993)
ACI Struct. J.
, vol.90
, Issue.5
, pp. 514-524
-
-
Cook, R.A.1
Doerr, G.T.2
Klinger, R.E.3
-
11
-
-
0031701749
-
Behavior and design of single adhesive anchors under tensile load in uncracked concrete
-
ASTJEG 0889-3241
-
Cook, R. A., Kunz, J., Fuchs, W., and Konz, R. C. (1998). " Behavior and design of single adhesive anchors under tensile load in uncracked concrete." ACI Struct. J. ASTJEG 0889-3241, 95 (1), 9-26.
-
(1998)
ACI Struct. J.
, vol.95
, Issue.1
, pp. 9-26
-
-
Cook, R.A.1
Kunz, J.2
Fuchs, W.3
Konz, R.C.4
-
12
-
-
0035241301
-
Factors influencing bond strength of adhesive anchors
-
ASTJEG 0889-3241
-
Cook, R. A., and Kunz, R. C. (2001). " Factors influencing bond strength of adhesive anchors." ACI Struct. J. ASTJEG 0889-3241, 98 (1), 76-86.
-
(2001)
ACI Struct. J.
, vol.98
, Issue.1
, pp. 76-86
-
-
Cook, R.A.1
Kunz, R.C.2
-
13
-
-
0031146447
-
Behavior and modeling of bond of FRP rebars to concrete
-
JCCOF2 1090-0268.10.1061/(ASCE)1090-0268(1997)1:2(40)
-
Cosenza, E., Manfredi, G., and Realfonzo, R. (1997). " Behavior and modeling of bond of FRP rebars to concrete." J. Compos. Constr. JCCOF2 1090-0268, 1 (2), 40-51. 10.1061/(ASCE)1090-0268(1997)1:2(40)
-
(1997)
J. Compos. Constr.
, vol.1
, Issue.2
, pp. 40-51
-
-
Cosenza, E.1
Manfredi, G.2
Realfonzo, R.3
-
14
-
-
0011350538
-
Size effect on the concrete cone failure load of anchor bolts
-
Elsevier Applied Science, Colo.
-
Eligehausen, R., Bouška, P., Červenka, V., and Pukl, R. (1992). " Size effect on the concrete cone failure load of anchor bolts." Proc., 1st Int. Conf. on Failure Mechanics of Concrete Structures, FraMCoS1, Elsevier Applied Science, Colo., 517-525.
-
(1992)
Proc., 1st Int. Conf. on Failure Mechanics of Concrete Structures, FraMCoS1
, pp. 517-525
-
-
Eligehausen, R.1
Bouška, P.2
Červenka, V.3
Pukl, R.4
-
15
-
-
33845565924
-
Behaviour and design of adhesive bonded anchors
-
ASTJEG 0889-3241
-
Eligehausen, R., Cook, R. A., and Appl, J. (2006b). " Behaviour and design of adhesive bonded anchors." ACI Struct. J. ASTJEG 0889-3241, 103 (6), 822-831.
-
(2006)
ACI Struct. J.
, vol.103
, Issue.6
, pp. 822-831
-
-
Eligehausen, R.1
Cook, R.A.2
Appl, J.3
-
16
-
-
0023962283
-
Tragverhalten von Dübelbefestigungen bei Querzug-, Schrägzug- und Biegebeanspruchung (Load-bearing behaviour of anchor fastenings under shear, combined tension and shear or flexural loading)
-
BWFTAB 0373-4331
-
Eligehausen, R., and Fuchs, W. (1988). " Tragverhalten von Dübelbefestigungen bei Querzug-, Schrägzug- und Biegebeanspruchung (Load-bearing behaviour of anchor fastenings under shear, combined tension and shear or flexural loading)." Betonwerk Fertigteil-Tech. BWFTAB 0373-4331, 88 (2), 48-56.
-
(1988)
Betonwerk Fertigteil-Tech.
, vol.88
, Issue.2
, pp. 48-56
-
-
Eligehausen, R.1
Fuchs, W.2
-
17
-
-
0023559978
-
Tragverhalten von Dübelbefestigungen unter Zugbeanspruchung (Bearing behaviour of anchor fastenings under tension
-
BWFTAB 0373-4331, (),; 1988, (1), 29-35
-
Eligehausen, R., Fuchs, W., and Mayer, B. (1987). " Tragverhalten von Dübelbefestigungen unter Zugbeanspruchung (Bearing behaviour of anchor fastenings under tension." Betonwerk Fertigteil-Tech. BWFTAB 0373-4331, 87 (12), 826-832; 1988, (1), 29-35.
-
(1987)
Betonwerk Fertigteil-Tech.
, vol.87
, Issue.12
, pp. 826-832
-
-
Eligehausen, R.1
Fuchs, W.2
Mayer, B.3
-
18
-
-
3142522157
-
Befestigungen mit Verbundankern (Fastenings with bonded anchors)
-
BWFTAB 0373-4331, (),; (11), 781-785; (12), 825-829
-
Eligehausen, R., Malĺe, R., and Rehm, G. (1984). " Befestigungen mit Verbundankern (Fastenings with bonded anchors)." Betonwerk Fertigteil-Tech. BWFTAB 0373-4331, 84 (10), 682-692; (11), 781-785; (12), 825-829.
-
(1984)
Betonwerk Fertigteil-Tech.
, vol.84
, Issue.10
, pp. 682-692
-
-
Eligehausen, R.1
Malĺe, R.2
Rehm, G.3
-
19
-
-
84891563553
-
-
Ernst & Young, Germany
-
Eligehausen, R., Malĺe, R., and Silva, J. F. (2006a). Anchorage in concrete construction, Ernst & Young, Germany.
-
(2006)
Anchorage in Concrete Construction
-
-
Eligehausen, R.1
Malĺe, R.2
Silva, J.F.3
-
20
-
-
0042990017
-
A fracture mechanics based description of the pull-out behaviour of headed studs embedded in concrete
-
Report of RILEM Committee TC90-FMA, Chapman and Hall, London
-
Eligehausen, R., and Sawade, G. (1989). " A fracture mechanics based description of the pull-out behaviour of headed studs embedded in concrete." Fracture mechanics of concrete structures. From theory to applications, Report of RILEM Committee TC90-FMA, Chapman and Hall, London, 281-299.
-
(1989)
Fracture Mechanics of Concrete Structures. from Theory to Applications
, pp. 281-299
-
-
Eligehausen, R.1
Sawade, G.2
-
21
-
-
15244356382
-
Effectiveness of CFRP strengthening on curved soffit RC beams
-
ZZZZZZ 1369-2768.10.1260/1369433053749607
-
Eshwar, N., Ibell, T. J., and Nanni, A. (2005). " Effectiveness of CFRP strengthening on curved soffit RC beams." Adv. Struct. Eng. ZZZZZZ 1369-2768, 8 (1), 55-68. 10.1260/1369433053749607
-
(2005)
Adv. Struct. Eng.
, vol.8
, Issue.1
, pp. 55-68
-
-
Eshwar, N.1
Ibell, T.J.2
Nanni, A.3
-
22
-
-
0009743945
-
-
FIB. Bulletin No. 10, Task Grouon Bond Models, Int. Federation for Structural Concrete (FIB), Lausanne, Switzerland
-
FIB. (2000). " Bond of reinforcement in concrete." Bulletin No. 10, Task Group on Bond Models, Int. Federation for Structural Concrete (FIB), Lausanne, Switzerland.
-
(2000)
Bond of Reinforcement in Concrete
-
-
-
23
-
-
0029184489
-
Concrete capacity design (CCD) approach for fastening to concrete
-
ASTJEG 0889-3241
-
Fuchs, W., Eligehausen, R., and Breen, J. E. (1995). " Concrete capacity design (CCD) approach for fastening to concrete." ACI Struct. J. ASTJEG 0889-3241, 92 (1), 73-94.
-
(1995)
ACI Struct. J.
, vol.92
, Issue.1
, pp. 73-94
-
-
Fuchs, W.1
Eligehausen, R.2
Breen, J.E.3
-
24
-
-
77955247362
-
Comparison of reinforced concrete beams strengthened with FRP pre-cured laminate systems and tested under flexural loading
-
Univ. of Patras, Greece
-
Galati, D., Rizzo, A., and Micelli, F. (2007). " Comparison of reinforced concrete beams strengthened with FRP pre-cured laminate systems and tested under flexural loading." Proc., 8th Int. Symp. on Fiber Reinforced Polymer Reinforcement for Concrete Structures (FRPRCS-8), Univ. of Patras, Greece.
-
(2007)
Proc., 8th Int. Symp. on Fiber Reinforced Polymer Reinforcement for Concrete Structures (FRPRCS-8)
-
-
Galati, D.1
Rizzo, A.2
Micelli, F.3
-
25
-
-
77955266050
-
-
Center for Infrastructure Engineering Studies, Univ. of Missouri-Rolla, Mo
-
Gose, S. C., and Nanni, A. (2000). Anchorage system for externally bonded FRP laminates using near surface mounted rods, Center for Infrastructure Engineering Studies, Univ. of Missouri-Rolla, Mo.
-
(2000)
Anchorage System for Externally Bonded FRP Laminates Using Near Surface Mounted Rods
-
-
Gose, S.C.1
Nanni, A.2
-
26
-
-
84904224848
-
-
Woodhead, Cambridge, U.K
-
Hollaway, L. C., and Teng, J. G. (2008). Strengthening and rehabilitation of civil infrastructures using fibre-reinforced polymer (FRP) composites, Woodhead, Cambridge, U.K.
-
(2008)
Strengthening and Rehabilitation of Civil Infrastructures Using Fibre-reinforced Polymer (FRP) Composites
-
-
Hollaway, L.C.1
Teng, J.G.2
-
27
-
-
77049116322
-
Behaviour of handmade FRP anchors under tensile load in uncracked concrete
-
ZZZZZZ 1369-2768 .10.1260/136943309790327716
-
Kim, S. J., and Smith, S. T. (2009). " Behaviour of handmade FRP anchors under tensile load in uncracked concrete." Adv. Struct. Eng. ZZZZZZ 1369-2768 12 (6), 845-865. 10.1260/136943309790327716
-
(2009)
Adv. Struct. Eng.
, vol.12
, Issue.6
, pp. 845-865
-
-
Kim, S.J.1
Smith, S.T.2
-
28
-
-
0008236567
-
Strength of RC cantilever slabs bonded with GFRB strips
-
DOI 10.1061/(ASCE)1090-0268(2001)5:4(221)
-
Lam, L., and Teng, J. G. (2001). " Strength of RC cantilever slabs bonded with GFRP strips." J. Compos. Constr. JCCOF2 1090-0268, 5 (4), 221-227. 10.1061/(ASCE)1090-0268(2001)5:4(221) (Pubitemid 33593666)
-
(2001)
Journal of Composites for Construction
, vol.5
, Issue.4
, pp. 221-227
-
-
Lam, L.1
Teng, J.G.2
-
29
-
-
0030243738
-
Pullout simulation of postinstalled chemically bonded anchors
-
JSENDH 0733-9445.10.1061/(ASCE)0733-9445(1996)122:9(1016)
-
McVay, M., Cook, R., and Krishnamurthy, K. (1996). " Pullout simulation of postinstalled chemically bonded anchors." J. Struct. Eng. JSENDH 0733-9445, 122 (9), 1016-1024. 10.1061/(ASCE)0733-9445(1996)122:9(1016)
-
(1996)
J. Struct. Eng.
, vol.122
, Issue.9
, pp. 1016-1024
-
-
McVay, M.1
Cook, R.2
Krishnamurthy, K.3
-
30
-
-
1342281455
-
Interface debonding failure in beams strengthened with externally bonded GFRP
-
CMNTEU 0927-6440.10.1163/156855404322681037
-
Oh, H. -S., and Sim, J. (2004). " Interface debonding failure in beams strengthened with externally bonded GFRP." Compos. Interfaces CMNTEU 0927-6440, 11 (1), 25-42. 10.1163/156855404322681037
-
(2004)
Compos. Interfaces
, vol.11
, Issue.1
, pp. 25-42
-
-
Oh, H.-S.1
Sim, J.2
-
31
-
-
20344373406
-
Bond strength of fiber reinforced polymer rebars in normal strength concrete
-
DOI 10.1061/(ASCE)1090-0268(2005)9:3(203)
-
Okelo, R., and Yuan, R. L. (2005). " Bond strength of fiber reinforced polymer rebars in normal strength concrete." J. Compos. Constr. JCCOF2 1090-0268, 9 (3), 203-213. 10.1061/(ASCE)1090-0268(2005)9:3(203) (Pubitemid 40786255)
-
(2005)
Journal of Composites for Construction
, vol.9
, Issue.3
, pp. 203-213
-
-
Okelo, R.1
Yuan, R.L.2
-
32
-
-
56349107456
-
Design considerations of carbon fibre anchors
-
JCCOF2 1090-0268.10.1061/(ASCE)1090-0268(2008)12:6(608)
-
Orton, S. L., Jirsa, J. O., and Bayrak, O. (2008). " Design considerations of carbon fibre anchors." J. Compos. Constr. JCCOF2 1090-0268, 12 (6), 608-616. 10.1061/(ASCE)1090-0268(2008)12:6(608)
-
(2008)
J. Compos. Constr.
, vol.12
, Issue.6
, pp. 608-616
-
-
Orton, S.L.1
Jirsa, J.O.2
Bayrak, O.3
-
33
-
-
62549134007
-
Tensile behaviour of FRP anchors in concrete
-
JCCOF2 1090-0268.10.1061/(ASCE)1090-0268(2009)13:2(82)
-
Ozbakkaloglu, T., and Saatcioglu, M. (2009). " Tensile behaviour of FRP anchors in concrete." J. Compos. Constr. JCCOF2 1090-0268, 13 (2), 82-92. 10.1061/(ASCE)1090-0268(2009)13:2(82)
-
(2009)
J. Compos. Constr.
, vol.13
, Issue.2
, pp. 82-92
-
-
Ozbakkaloglu, T.1
Saatcioglu, M.2
-
35
-
-
84885159070
-
Field testing of RC slabs with openings strengthened with CFRP
-
Empa, Zürich, Switzerland
-
Seliem, H. M., Sumner, E. A., Seracino, R., and Smith, S. T. (2008). " Field testing of RC slabs with openings strengthened with CFRP." Proc., 4th Int. Conf. on FRP Composites in Civil Engineering (CICE 2008), Empa, Zürich, Switzerland.
-
(2008)
Proc., 4th Int. Conf. on FRP Composites in Civil Engineering (CICE 2008)
-
-
Seliem, H.M.1
Sumner, E.A.2
Seracino, R.3
Smith, S.T.4
-
36
-
-
0028400197
-
Strengthening of initially loaded reinforced concrete beams using FRP plates
-
ASTJEG 0889-3241
-
Sharif, A., Al-Sulaimani, G., Basunbul, I. A., Baluch, M. H., and Ghaleb, B. N. (1994). " Strengthening of initially loaded reinforced concrete beams using FRP plates." ACI Struct. J. ASTJEG 0889-3241, 91 (2), 160-168.
-
(1994)
ACI Struct. J.
, vol.91
, Issue.2
, pp. 160-168
-
-
Sharif, A.1
Al-Sulaimani, G.2
Basunbul, I.A.3
Baluch, M.H.4
Ghaleb, B.N.5
-
37
-
-
33947330302
-
Modeling debonding failure in FRP flexurally strengthened RC members using a local deformation model
-
DOI 10.1061/(ASCE)1090-0268(2007)11:2(184)
-
Smith, S. T., and Gravina, R. J. (2007). " Prediction of debonding failure in FRP flexurally strengthened RC members using a local deformation model." J. Compos. Constr. JCCOF2 1090-0268, 11 (2), 184-191. 10.1061/(ASCE)1090-0268(2007)11:2(184) (Pubitemid 46440069)
-
(2007)
Journal of Composites for Construction
, vol.11
, Issue.2
, pp. 184-191
-
-
Smith, S.T.1
Gravina, R.J.2
-
38
-
-
77955233019
-
Strength and behavior of impregnated carbon FRP anchors in FRP-to-concrete joint assemblies
-
ZZZZZZ 1369-2768, accepted
-
Smith, S. T., and Kim, S. J. (2010). " Strength and behavior of impregnated carbon FRP anchors in FRP-to-concrete joint assemblies." Adv. Struct. Eng. ZZZZZZ 1369-2768, accepted.
-
(2010)
Adv. Struct. Eng.
-
-
Smith, S.T.1
Kim, S.J.2
-
39
-
-
0141628845
-
Shear-bending interaction in debonding failures of FRP-plated RC beams
-
ZZZZZZ 1369-2768.10.1260/136943303322419214
-
Smith, S. T., and Teng, J. G. (2003). " Shear-bending interaction in debonding failures of FRP-plated RC beams." Adv. Struct. Eng. ZZZZZZ 1369-2768, 6 (3), 183-199. 10.1260/136943303322419214
-
(2003)
Adv. Struct. Eng.
, vol.6
, Issue.3
, pp. 183-199
-
-
Smith, S.T.1
Teng, J.G.2
-
40
-
-
13644284757
-
Strengthening of masonry walls against out-of-plane loads using fiber-reinforced polymer reinforcement
-
DOI 10.1061/(ASCE)1090-0268(2004)8:1(79)
-
Tan, K. H., and Patoary, M. K. H. (2004). " Strengthening of masonry walls against out-of-plane load using fiber-reinforced polymer reinforcement." J. Compos. Constr. JCCOF2 1090-0268, 8 (1), 79-87. 10.1061/(ASCE)1090-0268(2004)8:1(79) (Pubitemid 40265669)
-
(2004)
Journal of Composites for Construction
, vol.8
, Issue.1
, pp. 79-87
-
-
Tan, K.H.1
Patoary, M.K.H.2
-
41
-
-
0141659633
-
Intermediate crack induced debonding in RC beams and slabs
-
CBVME2 0950-0618.10.1016/S0950-0618(03)00043-6
-
Teng, J. G., Smith, S. T., Yao, J., and Chen, J. F. (2003). " Intermediate crack induced debonding in RC beams and slabs." Constr. Build. Mater. CBVME2 0950-0618, 17 (6-7), 447-462. 10.1016/S0950-0618(03)00043-6
-
(2003)
Constr. Build. Mater.
, vol.17
, Issue.67
, pp. 447-462
-
-
Teng, J.G.1
Smith, S.T.2
Yao, J.3
Chen, J.F.4
|