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Bemessung mechanischer Komponenten: ein zuverläs-sigkeitsorientiertes Verfahren = Design of mechanical components: A reliability-oriented procedureSCHUËLLER, G. I; GASSER, M; HARTL, J et al.Konstruktion (1981). 2002, Num 1-2, pp 77-82, issn 0720-5953Article

Erhöhung der Belastungsgrenzen von Gleitringdichtungen aus Siliciumcarbid = Higher failure limit of sliding ring seals made of silicon carbideKAILER, A; HOLLSTEIN, Th; ZIMMERMANN, M et al.VDI-Berichte. 2000, pp 377-391, issn 0083-5560, isbn 3-18-091579-XConference Paper

Estimating bounds on fracture stresses determined from mirror size measurementsSALEM, Jonathan A; JENKINS, Michael G.Journal of the American Ceramic Society. 2002, Vol 85, Num 3, pp 706-708, issn 0002-7820Article

The kinematic behaviour of drag anchors in sandNEUBECKER, S. R; RANDOLPH, M. F.Canadian geotechnical journal. 1996, Vol 33, Num 4, pp 584-594, issn 0008-3674Article

Tensile fracture stress of a pasta product at temperatures from 293 to 343 KAKIYAMA, T; HAYAKAWA, K.-I.Lebensmittel - Wissenschaft + Technologie. 1994, Vol 27, Num 1, pp 93-94, issn 0023-6438Article

Contrainte ultime dans les câbles non adhérents de poutres en béton à précontrainte partielle = Ultimate stress in post-tensioned tendons in partially prestressed concrete beamsGONGCHEN, D; XUEKANG, T.Annales de l'Institut technique du bâtiment et des travaux publics. 1988, Num 462, pp 73-88, issn 0020-2568Article

Limit loads of pressure components using the reference two-bar structureSESHADRI, R; ADIBI-ASL, R.Journal of pressure vessel technology. 2007, Vol 129, Num 2, pp 280-286, issn 0094-9930, 7 p.Article

Geometrical effects in fatigue : a unifying theoretical modelTAYLOR, D.International journal of fatigue. 1999, Vol 21, Num 5, pp 413-420, issn 0142-1123Article

Ferrocement box-beams subjected to pure bending and bending with shearABDUL SAMAD, A. A; RASHID, M. A; MEGAT JOHARI, M. M. N et al.Journal of Ferrocement. 1998, Vol 28, Num 1, pp 27-39, issn 0125-1759Article

Design check of cyclically loaded weld seams: Service durability of TIG dressed and ground weld seams subjected to proportional loading spectraRUDOLPH, Jürgen; WEISS, Eckart.Materialprüfung. 2003, Vol 45, Num 11-12, pp 526-534, issn 0025-5300, 9 p.Article

Calcul des structures. Charges limites des plaques minces = Structural analysis. Limit loading of thin platesCOURBON, Jean.Techniques de l'ingénieur. Sciences fondamentales. 1983, Vol AF5, Num A355, pp A355.1-A355.20, issn 1764-0547Article

Influence of pad reinforcement on the limit and burst pressures of a cylinder-cylinder intersectionXUE, L; WIDERA, G. E. O; SANG, Z. F et al.Journal of pressure vessel technology. 2003, Vol 125, Num 2, pp 182-187, issn 0094-9930, 6 p.Article

Modificatif aux recommandations pour la conception des ouvrages permanents de couverture textileBIGER, J.-P.Annales du bâtiment et des travaux publics (Paris). 1998, Num 4, pp 15-16, issn 1270-9840Article

First crack strength and modulus of rupture of lightweight fiber reinforced ferrocement in flexureDASYI, P; EL-KHOLY, S. A.Journal of Ferrocement. 1992, Vol 22, Num 2, pp 151-161, issn 0125-1759Article

Choix des classes de résistance des dalles de voirie en béton par une méthode de simulation numérique = Selection of resistance classes for concrete paving slabs, through a numerical simulation methodDUTRUEL, F; DEGAS, G.Publication technique - Centre d'études et de recherches de l'industrie du béton manufacturé. 1986, Num 83, issn 0249-6224, 24 p.Serial Issue

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A plasticity analysis of anchorage zones = Calcul plastique des zones d'ancrageIBELL, T.J; BURGOYNE, C.J.Magazine of Concrete Research. 1994, Vol 46, Num 166, pp 39-48, issn 0024-9831Article

Gebrauchstauglichkeit ― (k) ein Problem? = Serviceability ― a problem? = Possibilité d'utilisation ― un problème?SCHEER, J; PASTERNAK, H; HOFMEISTER, M et al.Bauingenieur. 1994, Vol 69, Num 3, pp 99-106, issn 0005-6650Article

Rottura con singola fessura di una trave sperimentale precompressa a cavi non aderenti = Single crack failure of an unbonded tendon prestressed experimental beamGIURIANI, E; GUBANA, A.Studi e ricerche - Politecnico di Milano. Scuola di specializzazione in costruzioni in cemento armato. 1994, Num 15, pp 103-130, issn 1121-6069Article

Ultimate Strength Characteristics of a Ship's Deck Stiffened Plate Structure in the Presence of Camber Parabolic CurvatureMOHAMMAD REZA KHEDMATI; EDALAT, Pedram.Journal of offshore mechanics and Arctic engineering. 2013, Vol 135, Num 3, issn 0892-7219, 031601.1-031601.10Article

The influence of structural imperfections on the resistance of plate girders to patch loadingCHACON, R; SERRAT, M; REAL, E et al.Thin-walled structures. 2012, Vol 53, pp 15-25, issn 0263-8231, 11 p.Article

Effect of substructures upon failure behavior of steel reticulated domes subjected to the severe earthquakeYU, Zhi-Wei; ZHI, Xu-Dong; FENG FAN et al.Thin-walled structures. 2011, Vol 49, Num 9, pp 1160-1170, issn 0263-8231, 11 p.Article

The ANN application in FEM modeling of mechanical properties of Al-Si alloyMOHSEN OSTAD SHABANI; MAZAHERY, Ali.Applied mathematical modelling. 2011, Vol 35, Num 12, pp 5707-5713, issn 0307-904X, 7 p.Article

CALIBRATION OF METHODS FOR DESIGNING LARGE-DIAMETER BORED PILES: ULTIMATE LIMIT STATE : Recent attempts to establish performance-based design of geotechnical structureZHANG, L. M; CHU, L. F.Soils and foundations. 2009, Vol 49, Num 6, pp 883-895, issn 0038-0806, 13 p.Article