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ZUM EINFLUSS TIEFER TEMPERATUREN AUF FLIESSGRENZE UND ZUGFESTIGKEIT = INFLUENCE DE BASSES TEMPERATURES SUR LA LIMITE ELASTIQUE ET LA RESISTANCE A LA TRACTIONPYSZ G.1972; NEUE HUETTE; DTSCH.; DA. 1972; VOL. 17; NO 8; PP. 484-490; BIBL. 12 REF.Serial Issue

PROOF LOADING OF TENSION LAMINATIONS FOR LARGE GLUED-LAMINATED BEAMSPELLERIN RF; STRICKLER MD.1972; FOREST PROD. J.; U.S.A.; DA. 1972; VOL. 22; NO 10; PP. 24-30; BIBL. 10 REF.Serial Issue

TENSILE STRENGTH OF BRICKWORK SPECIMENSSINHA BP; HENDRY AW.1975; PROC. BRIT. CERAM. SOC.; G.B.; DA. 1975; NO 24; PP. 91-100; BIBL. 5REF.; (LOAD-BEAR. BRICKWORK. V. PROC. MEET.; LONDON; 1974)Conference Paper

A THEORY FOR THE MECHANICAL PROPERTIES OF METAL-MATRIX COMPOSITES AT ULTIMATE LOADINGGARMONG G; THOMPSON RB.1973; METALLURG. TRANS.; U.S.A.; DA. 1973; VOL. 4; NO 3; PP. 863-873; BIBL. 7 REF.Serial Issue

ETUDE DES VARIATIONS DE LA RESISTANCE SPECIFIQUE A LA COUPE KS EN LIAISON AVEC LA FONCTION PARAMETRIQUE RM=F(T)MARKOWSKI S; BALAZINSKI M; MONDALSKI K et al.1975; ZESZ. NAUK. AKAD. GORN.-HUTN. STANISLAWA STASZICA; POLSKA; DA. 1975; NO 471; PP. 149-155; ABS. ANGL. RUSSE; BIBL. 3 REF.Article

DIRECT TENSILE TESTS ON PRISMATIC CONCRETE SPECIMENS = RESISTANCE EN TRACTION DIRECTE SUR DES SPECIMENS PRISMATIQUES EN BETONPETERSSON PE.1981; CEM. CONCR. RES.; ISSN 0008-8846; USA; DA. 1981; VOL. 11; NO 1; PP. 51-56; ABS. GER; BIBL. 8 REF.Article

TENSILE FATIGUE STRENGTH OF PLAIN CONCRETE = RESISTANCE A LA FATIGUE EN TRACTION DU BETON ORDINAIRETEPFERS R.1979; J. AMER. CONCR. INST.; USA; DA. 1979; VOL. 76; NO 8; PP. 919-933; BIBL. 6 REF.Article

TIME DEPENDENCE OF RESISTANCE TO SPALL OF COPPER IN THE SUBMICROSECOND RANGEGLUSHAK BL; NOVIKOV SA; POGORELOV AP et al.1981; DOKL. AKAD. NAUK SSSR; SUN; DA. 1981-07-20; VOL. 259; NO 4; PP. 830-832; BIBL. 5 REF.Article

TENSILE STRENGTH OF COMPOSITES WITH BRITTLE REACTION ZONES AT INTERFACESOCHIAI S; MURAKAMI Y.1979; J. MATER. SCI.; GBR; DA. 1979; VOL. 14; NO 4; PP. 831-840; BIBL. 22 REF.Article

DERIVATION OF TENSILE STRENGTH RATIO BY SECOND-ORDER THEORYOROSZ I.1975; WOOD SCI. TECHNOL.; U.S.A.; DA. 1975; VOL. 9; NO 1; PP. 25-44; BIBL. 9 REF.Article

DRYING UNDER TENSION INCREASES ZERO-SPAN TENSILE STRENGTH OF PULP HANDSHEETSMATOLCSY G.1975; PULP PAPER CANADA; CANADA; DA. 1975; VOL. 76; NO 5; PP. 80-85; BIBL. 27 REF.Article

PERPENDICULAR-TO-GRAIN STRENGTH OF DOUGLAS-FIRBARRETT JD; FOSCHI RO; FOX SP et al.1975; CANAD. J. CIV. ENGNG; CANADA; DA. 1975; VOL. 2; NO 1; PP. 50-57; ABS. FR.; BIBL. 17 REF.Article

DETERMINATION DE LA DEFORMATION UNIFORME PAR LA METHODE PENETRATIONMATYUNIN VM.1975; TRUDY MOSKOV. ENERGET. INST.; S.S.S.R.; DA. 1975; NO 225; PP. 107-111; BIBL. 3 REF.Article

RESISTANCE EN TRACTION DE COMPOSITES DE AL RENFORCE PAR FIBRESNAKATA E; SUZUKI T; IZAWA N et al.1975; SEN-I GAKKAISHI; JAP.; DA. 1975; VOL. 31; NO 8; PP. 296-305; BIBL. 15 REF.Article

LA GHISA A STRUTTURA CONTROLLATA. II = LA FONTE A STRUCTURE CONTROLEE. IISECCIANI A.1975; FONDERIA; ITAL.; DA. 1975; VOL. 24; NO 9; PP. 75-81Article

RESISTENZA AI CARICHI LOCALIZZATI DI UNA PIASTRA DI ACCIAIO MOLTO ALLUNGATA = RESISTANCE AUX CHARGES TRANSVERSALES LOCALISEES D'UNE PLAQUE D'ACIER TRES ALLONGEE SUR SES BORDSDELESQUES R.1975; COSTR. METAL.; ITAL.; DA. 1975; VOL. 27; NO NO 3; PP. 150-152Article

CORRELATION OF TENSILE STRENGH WITH ISOSTATIC COMPACTION PRESSURE FOR METAL POWDERSHATHI VV; REIN RG JR; SLIEPCEVICH CM et al.1974; METALLURG. TRANS.; U.S.A.; DA. 1974; VOL. 5; NO 12; PP. 2607-2608; BIBL. 3 REF.Article

THE Z-DIRECTION DEFORMATION OF PAPERVAN LIEW GP.1974; T.A.P.P.I.; U.S.A.; DA. 1974; VOL. 57; NO 11; PP. 121-124; BIBL. 8 REF.Article

ACIER DE LA CLASSE DES 50 KG/MM2 DE RESISTANCE A LA TRACTION, SOUDABLEONOE T.1974; TETSU-TO-HAGANE, J. IRON STEEL INST. JAP.; JAP.; DA. 1974; VOL. 60; NO 8; PP. 1144-1154Article

EFFETS DES CARACTERISTIQUES DES FIBRES BROYEES PAR RAFFINEUR SUR LES PROPRIETES PHYSIQUES DES PANNEAUX DE FIBRE. II. INDICE D'EGOUTTAGE CANADIEN ET RESISTANCE A LA TRACTION DES PRODUITS FIBREUXTAKAHASHI H; ENDOH H; ENDOH K et al.1974; MOKUZAI GAKKAISHI, J. JAP. WOOD RES. SOC.; JAP.; DA. 1974; VOL. 20; NO 9; PP. 435-440; ABS. ANGL.; BIBL. 9 REF.Article

DICKWANDIGE GUSSSTUECKE AUS GUSSEISEN MIT KUGELGRAPHIT = PIECES MOULEES A PAROIS EPAISSES EN FONTE A GRAPHITE SPHEROIDALMAYER H.1973; GIESSEREI; DTSCH.; DA. 1973; VOL. 60; NO 7; PP. 175-181; ABS. ANGL. FR.; BIBL. 22 REF.Serial Issue

THE FAILURE OF ROCK BEAMS. II. EXPERIMENTAL STUDIES = RUPTURE DES ROCHES PAR FLEXION. II. ETUDE EXPERIMENTALEHUDSON JA; HARDY MP; FAIRHURST C et al.1973; INTERNATION. J. ROCK MECH. MING SCI.; G.B.; DA. 1973; VOL. 10; NO 1; PP. 69-82; H.T. 2; BIBL. 6 REF.Serial Issue

STRENGTH EVALUATION OF UNBLEACHED KRAFT PULPSJONES AR.1972; T.A.P.P.I.; U.S.A.; DA. 1972; VOL. 55; NO 10; PP. 1522-1527; BIBL. 18 REF.Serial Issue

THE MECHANICAL PROPERTIES OF SINGLE WOOD-PULP FIBRES. I. A NEW APPROACHPAGE DH; EL HOSSEINY F; WINKLER K et al.1972; PULP PAPER MAG. CANADA; CANADA; DA. 1972; VOL. 73; NO 8; PP. 72-77; BIBL. 41 REF.Serial Issue

THE TENSILE STRENGTH OF CONCRETE: A REVIEW PAPER = LA RESISTANCE A LA TRACTION DU BETONHANNANT DJ.1972; STRUCT. ENGR; G.B.; DA. 1972; VOL. 50; NO 7; PP. 253-258; BIBL. 19 REF.Serial Issue

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