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Bending energy of highly elastic membranes IIHILGERS, M. G; PIPKIN, A. C.Quarterly of applied mathematics. 1996, Vol 54, Num 2, pp 307-316, issn 0033-569XArticle

Thrust faults along the dichotomy boundary in the eastern hemisphere of MarsWATTERS, Thomas R.Journal of geophysical research. 2003, Vol 108, Num E6, pp 8.1-8.12, issn 0148-0227Article

Level of bending stresses in buckled sheathing compositesSELIM SALIM HIZIROGLU; SUCHSLAND, O.Forest products journal. 1991, Vol 41, Num 2, pp 58-62, issn 0015-7473Article

The behaviour of concrete under Na2SO4 solution attack and sustained compression or bending = Comportement du béton soumis à l'attaque d'une solution de sulfate de sodium et à des contraintes de compression ou de flexionSCHNEIDER, U; PIASTA, W.G.Magazine of Concrete Research. 1991, Vol 43, Num 157, pp 281-289, issn 0024-9831Article

The outer fibre stress in a bending bar under primary creep conditionsFETT, T.Journal of materials science letters. 1987, Vol 6, Num 8, pp 967-968, issn 0261-8028Article

Eine einfache Beziehung zur Ermittlung von Biegespannungen aus der Bruchlagendichte = Relation simple pour la détermination des contraintes de flexion à partir de la densité des points de fractureSCHNEEWEISS, G.ÖIAZ. 1986, Vol 131, Num 7, pp 251-254, issn 0721-9415Article

An improved constant membrane and bending stress shell element for explicit transient dynamicsKEY, S. W; HOFF, C. C.Computer methods in applied mechanics and engineering. 1995, Vol 124, Num 1-2, pp 33-47, issn 0045-7825Article

Response of a strained semiconductor structureFENG LIU; RUGHEIMER, Paul; MATEEVA, E et al.Nature (London). 2002, Vol 416, Num 6880, issn 0028-0836, p. 498Article

Adjusting modulus of elasticity of lumber for changes in temperatureGREEN, D. W; EVANS, J. W; LOGAN, J. D et al.Forest products journal. 1999, Vol 49, Num 10, pp 82-94, issn 0015-7473Article

A finite element analysis of bending stresses induced in external and internal involute spur gearsANDREWS, J. D.Journal of strain analysis for engineering design. 1991, Vol 26, Num 3, pp 153-163, issn 0309-3247Article

Effect of transverse shear deformation on elastic moduli of thin ice platesELVIN, A. A; CONNOR, J. J; CHOI, D. H et al.Journal of engineering mechanics. 1998, Vol 124, Num 1, pp 54-60, issn 0733-9399Article

Untersuchungsmethodik zur Charakterisierung der Rissausbreitung in Polypropylen bei konstanter Vierpunktbiegebelastung unter medialen Bedingungen = Méthodes d'études pour la caractérisation de la propagation de fissures dans le polypropylène sous contrainte constante de flexion en 4 points en milieux agressifs = Testing technique to characterize crack propagation in polypropylene at constant four point flexural stress in aggressive mediaJUNG, K.Plaste und Kautschuk. 1987, Vol 34, Num 4, pp 168-170, issn 0048-4350Conference Paper

Setzungsinduzierte Biegeanspruchungen von Schrägpfählen = Bending stresses of inclined piles, through soil settlement = Contraintes de flexion induites par le tassement du sol dans des pieux inclinésKOBARG, J.Bauingenieur. 2001, Vol 76, Num 1, issn 0005-6650, 42Article

Biegedrillknickverhalten thermisch vorgespannter Glastraeger = Lateral torsional buckling behaviour of tempered glass plates = Gauchissement de plaques de verre trempéLAUFS, W; KASPER, T.Bautechnik (Berlin, 1984). 2001, Vol 78, Num 5, pp 333-339, issn 0932-8351Article

Optimal control of the bending of unattached, heated spherical shellsRUBEZHANSKII, YU. I.International applied mechanics. 1996, Vol 32, Num 3, pp 190-195, issn 1063-7095Article

Bending elasticity and dynamical fluctuations of giant lipidic vesiclesMELEARD, P; MITOV, M. D; FAUCON, J. F et al.Progress in colloid & polymer science. 1990, Vol 81, pp 68-69, issn 0340-255X, 2 p.Article

Zum Grenzverformungsvermögen biegebeanspruchter Stahlbetonbalken (I) = Capacité de déformation de poutres en béton armé soumises à des efforts de flexion (I) = The deformance capacity of reinforced concrete beams exposed to bending (I)BAUSCH, S; TWELMEIER, H.Beton- und Stahlbetonbau. 1986, Vol 81, Num 12, pp 313-317, issn 0005-9900Article

Novel effects in finite-length silicon nanowiresZDETSIS, A. D; KOUKARAS, E. N; GAROUFALIS, C. S et al.Physica status solidi. A, Applications and materials science (Print). 2008, Vol 205, Num 11, pp 2625-2629, issn 1862-6300, 5 p.Conference Paper

Bend birefringence in finite-cladding W-fibresSTEBLINA, V. V; LOVE, J. D; STOLEN, R. H et al.IEE conference publication. 1997, pp 207-210, issn 0537-9989, isbn 0-85296-697-0, 5VolConference Paper

Träger in Segmentbauart mit verbundloser Vorspannung ― Biegetragverhalten = Poutres en voussoirs préfabriqués et précontraints et à câbles non adhérents. Comportement à la flexion. II = Giaders of segmental design with unbonded post-tensioning-flexural loadbearing behaviour. IISPECHT, M; VIELHABER, J.Beton- und Stahlbetonbau. 1993, Vol 88, Num 7, pp 189-193, issn 0005-9900Article

Cracking behaviour and ultimate strength of ferrocement in flexure = Comportement à la fissuration et résistance ultime du ferrociment en flexionMANSUR, M. A; PARAMASIVAM, P.Journal of Ferrocement. 1986, Vol 16, Num 4, pp 405-415, issn 0125-1759Article

Stresses in a partially coated optical glass fiber subjected to the ends off-setSUHIR, E.Journal of lightwave technology. 1997, Vol 15, Num 11, pp 2091-2094, issn 0733-8724Article

Equivalent systems for variable thickness circular platesLO, W. K; LEE, L. T.Computers & structures. 1996, Vol 58, Num 5, pp 957-971, issn 0045-7949Article

The relationship between the bending stress in silicon wafers and the mechanical strength of silicon crystalsFUKUDA, T.Japanese journal of applied physics. 1995, Vol 34, Num 6A, pp 3209-3215, issn 0021-4922, 1Article

Träger in Segmentbauart mit verbundloser Vorspannung-Niegetragverhalten. I = Poutres en voussoirs préfabriqués et précontraints et à câbles non adhérents. Comportement à la flexion. I = Girders of segmental design with unbonded post-tensioning-flexural loadbearing behaviour. ISPECHT, M; VIELHABER, J.Beton- und Stahlbetonbau. 1993, Vol 88, Num 6, pp 149-154, issn 0005-9900Article

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