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The Buckling of Curved Tension-field Girders (1938)

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H.A.C.A.. Technical Memorandum Ho. 846 Jigs. 7,8 f30° … stedt. Figure 7.- Stress-strain diagram. r . — Test walues. do - Q f-60* f*90° 10 30 Computed according to fagner-Ballerstedt. Test values. Sheet Ho.6 200 400 600 600 200 100 600 0 200 tOO 600 800 T [kg/cm2] Figure 8.- Angle of wrinkles ct against loading f.

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