Mortar reinforced

Gopalaratnam. V.S. and Shah. S P (1987). Tensile failure of steel fiber-reinforced mortar. ASCF.. 1. Fng. Mech. 113, 635-652. [Pg.165]

Since the permeability significantly influences the deterioration of concrete, evaluation of water permeability in cracked HPFRCC seans a key factor to describe the durability performance of given materials. Superior impermeability of HPFRCC has been observed by several researchers. Lepech and Li (2005) studied the water permeability of cracked HPFRCC and reinforced mortar specimens. When subjected to identical tensile deformation, the HPFRCC and reinforced mortar specimens exhibited very different cracking patterns and widths. They found that the cracked HPFRCC exhibits nearly the same permeability as sonnd concrete, even when strained in tension to several percent (Figure 6.8). Homma et al. (2009) also evaluated the water permeability of cracked... [Pg.152]

L.R. Betterman et al. Fiber Matrix Interaction in Microfiher Reinforced Mortar, Elsevier Science hic., Newyork, (1995), pp. 128-138... [Pg.96]

Figure 11.22. Load vs. deflection curves for plain and fiber-reinforced mortars, both natural and polymer-impregnated, (a) Plain mortar (b) plain, steel-fiber-reinforced mortar (c) polymer-impregnated mortar (d) polymer-impregnated, steel-fiber-reinforced mortar. (Flajsman et al, 1971.)...

Mechanical Properties of Fiber- and Polymer-Reinforced Mortars"... [Pg.370]

Mandel, J.A., Sun, W., and Said, S. (1987) Studies of the properties of the fiber-matrix interface in steel fiber reinforced mortar. ACL Materials Journal, 84, 101-109. [Pg.365]

Table 15.1 is a review by Toutanji and co-workers [40] of work undertaken on cfrc composites [43-48] and several workers [49 53] have detailed other work on carbon fiber reinforced mortar. Chung [54] describes work on carbon fiber cement matrix composites. [Pg.587]

Reactance measurement can be used for self monitoring in carbon fiber reinforced mortar [62], whilst the effect of curing age on the self-monitoring behavior has been established [63]. [Pg.590]

Fu X, Chung DDL, Carbon-fiber-reinforced mortar as an electrical contact material for cathodic protection. Cement Concrete Res, 25(4), 689-694, 1995. [Pg.618]

Xuli Fu, Erming Ma, Chung DDL, Anderson WA, Self monitoring in carbon fiber reinforced mortar by reactance measurement, Cement Concrete Res, 27(6), 845-852, 1997. [Pg.620]

Carbon fiber reinforced mortar has been used for composite slab construction [213]. Sakai et al [214] have used a cfrc for curtain walls, providing adequate wind resistance with higher fatigue strength than ordinary concrete. [Pg.1024]

Bayasi MZ, Zeng J, Composite slab construction utilizing carbon fiber reinforced mortar, ACI Structural Journal, 94(4), 442-446, 1997. [Pg.1040]

Durability of compression-moulded sisal fibre reinforced mortar laminates were reported by Toledo et al. [80]. [Pg.26]

Savastano H Jr, Santos SF, Radonjic M, Soboyejo WO et al (2009) Fracture and fatigue of natural fibre-reinforced cementitious composites. Cement Concr Compos 31 232-243 79. Rahman WA, Tin SL, Razak RA et al (2008) Injection moulding simulation analysis of natural fibre composite window frame. J Mater Process Technol 197 22-30 Toledo FRD, Andrade SF, Fairbaim EMR, Melo FA et al (2009) Durability of compression molded sisal fibre reinforced mortar laminates. Construct Build Mater 23 2409-2420 Pillai MS (2006) Applications of natural coir fibre, proceedings, natural fibres vision 2020, New Delhi 8-9th December... [Pg.40]

R. D. Toledo Filho, F. de Andrade Silva, E. M. R. Fairbairn, and J. de A. Melo Filho, Durability of compression molded sisal fiber reinforced mortar laminates, Constr. Build. Mater. 23(6), 2409-2420 (2009). [Pg.449]

M. Le Troedec, P. Dalmay, C. Patapy, C. Peyratout, a. Smith, and T. Chotard, Mechanical properties of hemp-lime reinforced mortars influence of the chemical treatment of fibers, / Compos. Mater. 45(22), 2347-2357(2011). [Pg.450]

R. D. Toledo Filho, Natural fiber reinforced mortar compositesxxperimental characterization, Pontifical Catholic University of Rio de Janeiro, 1997. [Pg.451]

Papanicolaou CG, Triantafillou TC, Papathanasiou M, Karlos K (2008) Textile reinforced mortar (TRM) versus FRP as strengthening material of URM walls out-of-plane cyclic loading. Mater Struct 41 143-157... [Pg.170]

Application of Mesh Reinforced Mortar for Performance Enhancement of Hollow Clay Tile Infill Walls... [Pg.171]

Application of Mesh Reinforced Mortar for Performance Enhancement.. [Pg.183]

In this study, the performance of the Mesh Reinforced Mortar (MRM) application, which is one of the proposed methods for strengthening of RC structures in the Turkish Seismic Code (2007), was verified using pseudo-dynamic (PsD) tests. In this context, a three-bay, three-story frame in Vi scale was prepared and tested. The earthquake load was applied at each story level by means of servo-controlled actuators. The grotmd motions were synthetically derived from the Diizce city center site specific acceleration spectra. The hollow clay tile (HTC) masonry wall in the mid bay was enhanced with MRM. [Pg.185]

Bournas, D.A., Lontou, P.V., Papanicolaou, C.G., Triantafillou, T.C. (2007). Textile-reinforced mortar versus fibre-reinforced polymer confinement in reinforced concrete columns, ACI Structural Journal, 104, 740-748. [Pg.433]

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