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DYNAMIC TEAR TESTS OF 3 IN. THICK ALUMINIUM ALLOYS = ESSAIS D'ARRACHEMENT DYNAMIQUE SUR DES ALLIAGES D'ALUMINIUM D'UNE EPAISSEUR DE 76 MMJUDY RW; GOODE RJ.1973; NRL REP. 7538; U.S.A.; DA. 1973; PP. 13 P; BIBL. 15 REF.Report

METHODE DE RECHERCHE SUR L'ADHERENCE DES REVETEMENTS METALLISESSHILENKOV EI; SHLAPAJ LA; SHILENKOVA LG et al.1973; SVAROCH. PROIZVOD.; S.S.S.R; DA. 1973; NO 1; PP. 40-41; BIBL. 2 REF.Serial Issue

PULL-OUT MECHANISM IN STEEL FIBER-REINFORCED CONCRETE.NAAMAN AE; SHAH SP.1976; PROC. AMER. SOC. CIV. ENGRS, J. STRUCT. DIV.; U.S.A.; DA. 1976; VOL. 102; NO 8; PP. 1537-1548; BIBL. 15 REF.Article

Research data and field performance for a new style geogridHEERTEN, G; REUTER, E.International Conference on landslides - Causes, impacts and countermeasures. 2001, pp 403-410, isbn 3-7739-5969-9Conference Paper

FRACTURE EVALUATION OF HIGH-PERFORMANCE POLYMERS AS ADHESIVESTING RY; COTTINGTON RL.1981; ADHES. AGE; ISSN 0001-821X; USA; DA. 1981; VOL. 24; NO 6; PP. 35-39; BIBL. 13 REF.Article

BREAKOUT CAPACITY OF MODEL SUCTION ANCHORS IN SOIL.WANG MC; DEMARS KR; NACCI VA et al.1977; REV. CANAD. GEOTECH.; CANADA; DA. 1977; VOL. 14; NO 2; PP. 246-257; BIBL. 6 REF.Article

IN-PLACE EVALUATION OF CONCRETEMOHAN MALHOTRA V.1975; PROC. AMER. SOC. CIV. ENGRS, J. CONSTR. DIV.; U.S.A.; DA. 1975; VOL. 101; NO 2; PP. 345-357; BIBL. 1 P. 1/2Article

THEORIE DER ABREISSPRUEFUNG. II: AXIAL- UND PLANSYMMETRISCHE, LINEAR ELASTISCHE EIGENZUSTAENDE UND EINFACHE BEISPIELE VON STOERZUSTAENDEN IN DER FUGENMITTE = THEORIE DE L'ESSAI D'ARRACHEMENT. II. ETATS PROPRES, AXIAUX ET SYMETRIQUES PAR RAPPORT AU PLAN, ELASTIQUES LINEAIREMENT ET EXEMPLES D'ETATS PERTURBATEURS DANS LE MILIEU DE LA FENTEBIERMANN M.1980; FARBE LACK; ISSN 0014-7699; DEU; DA. 1980; VOL. 86; NO 9; PP. 783-796; ABS. ENG/FRE; BIBL. 12 REF.Article

INELASTIC BEHAVIOUR IN STEEL WIRE PULL-OUT FROM PORTLAND CEMENT MORTAR.PINCHIN DJ; TABOR D.1978; J. MATER. SCI.; G.B.; DA. 1978; VOL. 13; NO 6; PP. 1261-1266; BIBL. 16 REF.Article

CARACTERE DE DISTRIBUTION DE LA RESISTANCE DU BETON DANS LES DALLES A ALVEOLES MULTIPLESKLEVTSOV VA; SIZOV GV.1975; BETON I ZHELEZOBETON; S.S.S.R.; DA. 1975; NO 6; PP. 10-11Article

PROVNINGSMETODER FOER KVALITETSBEDOEMNING AV FOGBRUK MELLAN BETONGELEMENT = METHODES D'ESSAIS POUR L'EVALUATION DES MORTIERS POUR JOINTS ENTRE DES ELEMENTS DE BETON PREFABRIQUESDAHL G.1975; C.B.I. RAPP.; SVERIGE; DA. 1975; NO 5; PP. 1-5; ABS. ANGL.Article

MECHANICAL PROPERTIES OF SEALANTS. II. BEHAVIOR OF A SILICONE SEALANT AS A FUNCTION OF RATE OF MOVEMENTKARPATI KK.1972; J. PAINT TECHNOL.; U.S.A.; DA. 1972; VOL. 44; NO 569; PP. 58-65; BIBL. 9REF.Serial Issue

SOME ASPECTS OF THE WELDING OF TITANIUM-CLAD STEEL = LE SOUDAGE DE L'ACIER PLAQUE DE TITANESHCHERBAK MA; ARISTOV VS; SHEJKO VI et al.1972; WELDG PRODUCT.; G.B.; DA. 1972; VOL. 19; NO 2; PP. 34-36; BIBL. 5 REF.; TRAD. DE: SVAROCH. PROIZVOD., S.S.S.R., 1972, NO 2, 19-20Serial Issue

PEEL MECHANICS.GENT AN; HAMED GR.1975; J. ADHESION; U.S.A.; DA. 1975; VOL. 7; NO 2; PP. 91-95; BIBL. 12 REF.Article

CONCRETE UNDER IMPACT LOADING TENSILE STRENGTH AND BOND = ADHERENCE ET RESISTANCE AU CHOC EN TRACTION DU BETONREINMARDT HW.1982; HERON; NLD; DA. 1982; VOL. 27; NO 3; PP. 3-48; BIBL. 21 REF.Article

ADHESIVE FAILURE OF EPOXY TITANIUM BONDS IN AQUEOUS ENVIRONMENTSANDREWS EH; STEVENSON A.1980; J. ADHESION; USA; DA. 1980; VOL. 11; NO 1; PP. 17-40; BIBL. 15 REF.Article

STEEL FIBER BOND STRENGTHS IN CEMENT-BASED MATRIXES INFLUENCED BY SURFACE TREATMENTS.MAAGE M.1977; CEMENT. CONCR. RES.; G.B.; DA. 1977; VOL. 7; NO 6; PP. 703-709; ABS. ALLEM.; BIBL. 13 REF.Article

PRUEFGERAET ZIS 899. = APPAREIL D'ESSAI ZIS 899KOLLEX E; ZABEL E.1977; Z.I.S. MITT.; DTSCH.; DA. 1977; VOL. 25; NO 11; PP. 1336-1339; BIBL. 3 REF.Article

PAST AND FUTURE OF CONCRETE QUALITY EVALUATION.VENKATASWAMY RAMAKRISHNAN.1976; PROC. AMER. SOC. CIV. ENGRS, J. CONSTR. DIV.; U.S.A.; DA. 1976; VOL. 102; NO 2; PP. 263-276; BIBL. 1 P. 1/2Article

SHALLOW ANCHOR RESISTANCE TO ECCENTRIC UPLIFT LOAD.DAS BM; SEELEY GR.1976; PROC. AMER. SOC. CIV. ENGRS. J. GEOTECH. ENGNG DIV.; U.S.A.; DA. 1976; VOL. 102; NO 4; PP. 389-393; BIBL. 5 REF.Article

THE FATIGUE BEHAVIOR OF NEGATIVE MOMENT REGIONS OF CONTINUOUS COMPOSITE BEAMS AT LOW TEMPERATURESLONG AE; VAN DALEN K; CSAGOLY P et al.1975; CANAD. J. CIV. ENGNG; CANADA; DA. 1975; VOL. 2; NO 1; PP. 98-115; ABS. FR.; BIBL. 11 REF.Article

Finite element modeling of a geosynthetic pullout testPERKINS, S. W; EDENS, M. Q.Geotechnical and geological engineering. 2003, Vol 21, Num 4, pp 357-375, issn 0960-3182, 19 p.Article

An analytical study on progressive interface failure in pullout testing of geosyntheticsMAK, J; LO, S.-C. R; GNANENDRAN, C. T et al.International Conference on soil mechanics and geotechnical engineeringCongrés international de mécanique des sols et de la géotechnique. 2001, pp 1617-1620, isbn 90-2651-853-6, 3VolConference Paper

Testing of the yielding cable bolt achieved by debondingSATOLA, I. S.International Congress on Rock MechanicsCongrès International de Mécanique des RochesInternationaler Kongress über Felsmechanik. 1999, pp 1467-1470, isbn 90-5809-069-8Conference Paper

A review of the determination of energy release rates for strips in tension and bending. I: Static solutionsWILLIAMS, J. G.Journal of strain analysis for engineering design. 1993, Vol 28, Num 4, pp 237-246, issn 0309-3247Article

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