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CRACKING, COVER, AND CORROSION OF REINFORCEMENT = FISSURES, EPAISSEUR D'ENROBAGE ET CORROSION DES ARMATURESBEEBY AW.1983; CONCR. INT.: DES. CONSTR.; ISSN 0162-4075; USA; DA. 1983; VOL. 5; NO 2; PP. 35-40; BIBL. 20 REF.Article

DETERMINATION OF MAXIMUM CRACK WIDTH IN REINFORCED CONCRETE SKEW AND RECTANGULAR SLABS = DETERMINATION DE LA LARGEUR MAXIMUM DES FISSURES DANS LES DALLES EN BETON ARME RECTANGULAIRES ET BIAISESDESAYI P; PRABHAKARA A.1979; INSTIT. CIV. ENGRS, PROC.; GBR; DA. 1979-12; VOL. 67; PP. 1077-1090; BIBL. 4 REF.Article

CRACK CONTROL FOR REINFORCED AND PRESTRESSED CONCRETE STRUCTURES = CONTROLE DES FISSURES DANS DES STRUCTURES EN BETON ARME ET EN BETON PRECONTRAINTFALKNER HA.1980; CAN. J. CIV. ENG.; ISSN 0315-1468; CAN; DA. 1980; VOL. 7; NO 3; PP. 466-476; ABS. FRE; BIBL. 10 REF.Article

STRUCTURAL DESIGN OF REINFORCED CONCRETE SANITARY STRUCTURES: PAST, PRESENT AND FUTURE = TECHNIQUE DE CONSTRUCTION DES INSTALLATIONS D'ASSAINISSEMENT: LE PASSE, LE PRESENT ET L'AVENIRGOGATE AB.1981; CONCR. INT.: DES. CONSTR.; ISSN 0162-4075; USA; DA. 1981; VOL. 3; NO 4; PP. 24-28; BIBL. 15 REF.Article

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

Verbundorientierte, kontunuierliche Theorie zur Ermittlung der Rissbreite. (I) = Théorie continue pour la détermination de la largeur des fissures en tenant compte des assemblages. (I) = Continuous theory for the determination of crack width under consideration of bondNOAKOWSKI, P.Beton- und Stahlbetonbau. 1985, Vol 80, Num 7, pp 185-190, issn 0005-9900Article

Determination of crack size distributions from incomplete data sets for the calculation of failure probabilitiesBRÜCKNER, A; HABERER, R; MUNZ, D et al.Reliability engineering. 1985, Vol 11, Num 4, pp 191-202, issn 0143-8174Article

Beschränkung der Rissbreite bei Ortbetonpfählen. II = Limitation de la largeur des fissures pour des pieux en béton construits sur site. II = Limitation of the crack width for in-sity concrete piles. IIBERGFELDER, J; DITTFACH, J.Beton- und Stahlbetonbau. 1992, Vol 87, Num 2, pp 46-49, issn 0005-9900Article

Konstruktionsregeln zur Beschränkung der Rissbreite-Grundlage zur Neufassung DIN 1045, Abschnitt 17.6 (Entwurf 1985) = Règles de conception destinées à limiter la largeur des fissures. Règles de base pour la révision de DIN 1045, paragraphe 17.6 (Edition 1985) = Design rules for the limitation of crack width. Basis for the revision of DIN 1045, section 17.6 (Draft 1985)WÖLFEL, E; SCHIESSL, P.Beton- und Stahlbetonbau. 1986, Vol 81, Num 1, pp 8-15, issn 0005-9900Article

The effects of autogenous healing upon the leakage of water through cracks in concrete = Influence de la fermeture autogène sur l'écoulement de l'eau à travers les fissures du bétonCLEAR, C. A.1985, Num 559, 31 p.Article

Reliability theory of stochastic fracture processes in sustained loading. II: Stochastic loadingNECSULESCU, D; KRAUSZ, K.Zeitschrift für Naturforschung. Teil A : Physik, physikalische Chemie, Kosmophysik. 1983, Vol 38, Num 7, pp 719-722, issn 0340-4811Article

Equilibre interne et ouverture des fissures des poutres en béton armé dans le temps = Charge of internal equilibrium and wade width in time in reinforced concrete beamsDESTREBECQ, J.-F; DYDUCH, K.Matériaux et constructions. 1986, Num 110, pp 123-130, issn 0025-5432Article

Evaluating the continuously reinforced concrete pavement performance models of the mechanistic-empirical pavement design guideVANDENBOSSCHE, J. M; NASSIRI, S; RAMIREZ, L. C et al.Road materials and pavement design. 2012, Vol 13, Num 2, pp 235-248, issn 1468-0629, 14 p.Article

Crack Width Evaluation of Reinforced Concrete Membrane ElementsGIORDANO, Luca; MANCINI, Giuseppe.Structural engineering international. 2009, Vol 19, Num 3, pp 256-261, issn 1016-8664, 6 p.Article

Fast simulation of ECT signal due to a conductive crack of arbitrary widthZHENMAO CHEN; REBICAN, Mihai; YUSA, Noritaka et al.IEEE transactions on magnetics. 2006, Vol 42, Num 4, pp 683-686, issn 0018-9464, 4 p.Conference Paper

Effect of crack width on chloride diffusion coefficients of concrete by steady-state migration testsSEUNG YUP JANG; BO SUNG KIM; BYUNG HWAN OH et al.Cement and concrete research. 2011, Vol 41, Num 1, pp 9-19, issn 0008-8846, 11 p.Article

EFFECT OF LOADING ON CRACKING OF CONCRETE MEMBERS = EFFETS DU CHARGEMENT SUR LA FISSURATION D'ELEMENTS DE BETONGANESH BABU K.1983; INDIAN CONCR. J.; ISSN 0019-4565; IND; DA. 1983; VOL. 57; NO 4; PP. 100-106; BIBL. 30 REF.Article

FABRICATION AND SHIPMENT CRACKS IN PRESTRESSED HOLLOW-CORE SLABS AND DOUBLE TEES = FISSURATION DE FABRICATION ET DE TRANSPORT DE DALLES CREUSES ET DE POUTRES EN DOUBLE T PRECONTRAINTES1983; J. PRESTRESSED CONCR. INST.; ISSN 0032-793X; USA; DA. 1983; VOL. 28; NO 1; PP. 18-39Article

SERVICEABILITY BEHAVIOR OF POST-TENSIONED BEAMS = COMPORTEMENT EN SERVICE DES POUTRES EN BETON PRECONTRAINT POST-TENDUNAWY EG; CHIANG JY.1980; J. PRESTRES. CONCR. INST.; USA; DA. 1980; VOL. 25; NO 1; PP. 74-95; BIBL. 20 REF.Article

A DESIGN PROCEDURE FOR PARTIALLY PRESTRESSED CONCRETE BEAMS BASED ON STRENGTH AND SERVICEABILITY = PROCEDURE DE CALCUL DE POUTRES EN BETON PARTIELLEMENT PRECONTRAINT BASEE SUR LA RESISTANCE ET LE COMPORTEMENT EN SERVICEINOMATA S.1982; J. PRESTRESSED CONCR. INST.; ISSN 0032-793X; USA; DA. 1982; VOL. 27; NO 5; PP. 100-116; BIBL. 13 REF.Article

AN ANALYTICAL INVESTIGATION OF CRACKING IN A PARTIALLY PRESTRESSED CONCRETE BEAM = RECHERCHE ANALYTIQUE DE LA FISSURATION DANS LES POUTRES EN BETON PARTIELLEMENT PRECONTRAINTLABIB F; EDWARDS AD.1979; INSTIT. CIV. ENGRS, PROC.; GBR; DA. 1979-12; VOL. 67; PP. 1091-1100; BIBL. 6 REF.Article

Rissbreitenbeschränkung bei Verbundträgern = Limitation de la largeur des fissures dans les poutres composites = Limitation of crack width in composite beamsROIK, K; HANSWILLE, G.Der Stahlbau. 1991, Vol 60, Num 12, pp 371-378, issn 0038-9145Article

Zur Wasserdurchlässigkeit von Stahlbetonbauteilen mit Trennrissen = Perméabilité d'éléments en béton armé fissurés = The water permeability of cracked reinforced concrete elementsTROST, H; CORDES, H; RIPPHAUSEN, B et al.Beton- und Stahlbetonbau. 1989, Vol 84, Num 3, pp 60-63, issn 0005-9900Article

Innenschalen im Felstunnelbau (II) = Coques internes pour la construction de tunnels (II) = Internal shells for rock tunnel construction (II)MAAK, H; MAIDL, B; SPRINGENSCHMID, R et al.Beton- und Stahlbetonbau. 1987, Vol 82, Num 12, pp 317-319, issn 0005-9900Article

Limitation of crack widths based on stochastic nature of crack spacing and bonding properties of reinforcement = Restriction des largeurs de fissures basée sur la nature stochastique de l'espacement des fissures et sur les propriétés de liaisonnement de l'armatureJOKELA, J.Nordic concrete research. 1986, Num 5, pp 71-84, issn 0800-6377Article

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