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kw.\*:("Essai traction directe")

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Results 1 to 25 of 124

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Tests on large reinforced concrete elements subjected to direct tension = Essais sur de larges éléments en béton armé soumis à la traction directe1986, Num 562, issn 0528-3701, 56 p.Article

Pre-tensioned ferrocement: behaviour in direct tension and flexure = Ferrociment précontraint: comportement en traction directe et en flexionTHANG, H. V; PAMA, R. P.Journal of Ferrocement. 1986, Vol 16, Num 3, pp 239-254, issn 0125-1759Article

The effect of a chloride-based accelerating admixture on the tensile strength of concreteMAKRIDES-SARAVANOS, E; REZANSOFF, T.Canadian journal of civil engineering (Print). 1985, Vol 12, Num 3, pp 673-684, issn 0315-1468Article

Probabilistic aspects of fracture energy of concrete = Aspects probabilistes de l'énergie de rupture du bétonWITTMANN, F. H; SLOWIK, V; ALVAREDO, A. M et al.Matériaux et constructions. 1994, Vol 27, Num 173, pp 499-504, issn 0025-5432Article

The effect of conditioning on the strength of perimysial connective tissue dissected from cooked meatLEWIS, G. J; PURSLOW, P. P; RICE, A. E et al.Meat science. 1991, Vol 30, Num 1, pp 1-12, issn 0309-1740Article

Assessing the strength of in situ concrete: an investigation of test methods = Evaluation de la résistance du béton coulé en place: étude des méthodes d'essaiKEILLER, A. P.Concrete international. 1985, Vol 7, Num 2, pp 15-21, issn 0162-4075Article

A study of twenty-five year old pulverized fuel ash concrete used in foundation structures = Etude d'un béton additionné de cendre de combustible pulvérisée utilisé pour la construction de fondations il y a 25 ansCABRERA, J. G; WOOLLEY, G. R.Proceedings - Institution of Civil Engineers. Part 2. Research and theory. 1985, Vol 79, Num 3, pp 149-165, issn 0307-8361Article

Sulla problematica del comportamento del conglomerato nel campo della trazione = Problème du comportement du béton en tractionPERSIA, P.Giornale del genio civile. 1985, Vol 123, Num 4-6, pp 133-143, issn 0017-016XArticle

Why direct tension test specimens break flexing to the side = Explication de la rupture par flexion latérale des éprouvettes utilisées pour des essais de traction directeBAZANT, Z. P; CEDOLIN, P.Journal of structural engineering (New York, NY). 1993, Vol 119, Num 4, pp 1101-1113, issn 0733-9445Article

Investigation of complete stress-deformation curves for concrete in tension = Etablissement de courbes contrainte déformation complètes pour le béton en tractionGUO, ZHEN-HAI; ZHANG, XIU-QIN.ACI materials journal. 1987, Vol 84, Num 4, pp 278-285, issn 0889-325XArticle

EXPERIMENTAL TEST RESULTS FOR FLEXURE AND DIRECT TENSION OF FIBRE CEMENT COMPOSITES = RESULTATS D'ESSAIS EXPERIMENTAUX DE FLEXION ET DE TRACTION DIRECTE SUR DES MATERIAUX COMPOSES DE CIMENT A FIBRESHUGHES BP.1981; INT. J. CEM. COMPOS.; GBR; DA. 1981; VOL. 3; NO 1; PP. 13-18; BIBL. 10 REF.Article

AN EXPERIMENTAL STUDY OF THE EFFECT OF FIBRE SPACING ON CRACKING STRESS = UNE ETUDE EXPERIMENTALE DE L'EFFET D'ESPACEMENT DES FIBRES SUR LE PHENOMENE DE FISSURATIONCHAN HC; PATHAN IA.1980; INT. J. CEM. COMPOS.; GBR; DA. 1980; VOL. 2; NO 2; PP. 65-69; BIBL. 9 REF.Article

Modelling of tests performed in order to evaluate the residual strength of corroded beams in the framework of the benchmark of the rance beamsMILLARD, A; VIVIER, M.Journal de physique. IV. 2006, Vol 136, pp 151-158, issn 1155-4339, 8 p.Conference Paper

Single-event cracking temperature of Asphalt pavements directly from bending beam rheometer dataSHENOY, Aroon.Journal of transportation engineering. 2002, Vol 128, Num 5, pp 465-471, issn 0733-947XArticle

Large scale direct tension test of concreteSLOWIK, V; SAOUMA, V. E; THOMPSON, A et al.Cement and concrete research. 1996, Vol 26, Num 6, pp 949-954, issn 0008-8846Article

Tensile and compressive strength of silica fume-cement pastes and mortars = Résistances à la traction et à la compression de pâtes de ciment et de mortiers contenant des fumées de siliceTOUTANJI, H.A; EL KORCHI, T.Cement, concrete and aggregates. 1996, Vol 18, Num 2, pp 78-84, issn 0149-6123Article

Essais d'adhérence des époxydes au béton hydraulique = Tests on bonding between epoxies and hydraulic concreteAGUIAR, J. L. B.Matériaux et constructions. 1993, Vol 26, Num 156, pp 90-97, issn 0025-5432Article

Adhesion Strength at the Shotcrete-Rock Contact in Rock TunnelingSON, Moorak.Rock mechanics and rock engineering. 2013, Vol 46, Num 5, pp 1237-1246, issn 0723-2632, 10 p.Article

A modified Brazilian disk tension testYONG YU; JIANXUN ZHANG; JICHUN ZHANG et al.International journal of rock mechanics and mining sciences (1997). 2009, Vol 46, Num 2, pp 421-425, issn 1365-1609, 5 p.Article

In-reactor uniaxial tensile testing of pure copper at a constant strain rate at 90 °CSINGH, B. N; TÄHTINEN, S; MOILANEN, P et al.Journal of nuclear materials. 2003, Vol 320, Num 3, pp 299-304, issn 0022-3115, 6 p.Article

Tension in concrete structures = Traction dans les structures en bétonANGELI RADOVANI, B; DIKLIC, D.ÖIAZ. 1989, Vol 134, Num 7-8, pp 421-424, issn 0721-9415Article

The use of direct tension tests for the asseisment of low temperature properties of bituminous binders = L'utilisation des essais de traction directe pour déterminer les propriétés des liants bitumineux à basse températureLARGEAUD, S; RAFFEGEAU, H; CHABERT, D et al.Materials and structures. 2004, Vol 37, Num 269, pp 351-355, issn 1359-5997, 5 p.Article

Comparison of tensile strength values of rocks determined by point load and direct tension testsBUTENUTH, C.Rock mechanics and rock engineering. 1997, Vol 30, Num 1, pp 65-72, issn 0723-2632Article

Résistance au choc des structures en béton: du comportement du matériau au calcul des ouvrages = Shock strength of concrete structures: from the material behaviour to the design of structuresToutlemonde, François; Rossi, P.1994, 395 p.Thesis

A physical phenomenon which can explain the mechanical behaviour of concrete under high strain rates = Phénomène physique pouvant expliquer le comportement du béton à grandes vitesses de déformationROSSI, P.Materials and structures. 1991, Vol 24, Num 144, pp 422-424Article

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