By Andreas Öchsner, Holm Altenbach
The inspiration of this monograph is to give the newest effects relating to layout and computation of engineering fabrics and constructions. The contributions conceal the classical fields of mechanical, civil and fabrics engineering as much as biomechanics and complex fabrics processing and optimization. The fabrics and buildings coated could be classified into glossy steels and titanium alloys, composite fabrics, organic and traditional fabrics, fabric hybrids and sleek becoming a member of applied sciences. Analytical modelling, numerical simulation, the appliance of state of the art layout instruments and complicated experimental ideas are utilized to represent the functionality of fabrics and to layout and optimize constructions in several fields of engineering applications.
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Additional resources for Design and Computation of Modern Engineering Materials
The depth of bonded zone in the flat segment of web corrugation is about 10 % of the web height. e. 10 % of the web height. Figure 8 shows that the normal stresses in the bonded zones of the corrugated web are smaller than those in the flat web. Comparing Fig. 8a, b, it is found that the longitudinal normal stresses of the bonded zones in the inclined segment are much less than those in the flat segment. The ratio of modulus of elasticity of the equivalent orthotropic web to that of the corrugated web material of model group A is shown in Fig.
0 Longitudinal normal stress (MPa) From the ratio of modulus of elasticity of the equivalent orthotropic web to that of the corrugated web material of model group C shown in Fig. 8 Vertical distance from beam centriod (m) Fig. 12 Longitudinal normal stresses of the web corrugation at 3L/8 of model group C: a flat segment, and b inclined segment Ee/Ew Fig. 0 Longitudinal normal stress (MPa) s0/hw is insignificant, and hence the normal stresses in the non-bonded zone of the flat segment vary a little.
2 Typical cross sections of the bridge: a with single web, and b with double webs (a) s (b) s r r θ sflat s0 s0 Fig. 3 One full corrugation: a trapezoidal, and b sinusoidal where Gw is the shear modulus of the corrugated web. The modulus of elasticity of the equivalent orthotropic web, Ee, in axial direction of the trapezoidal corrugated web is given by  38 X. Chen et al. ﬃ Á2 Ew trw h i Ee ¼ ﬃ 0 ÀscoshÁ r 6 s20 s1Àcosh þ 3s40 sinh ð2Þ where Ew is the material modulus of elasticity of the corrugated steel web and tw is thickness of the web.
Design and Computation of Modern Engineering Materials by Andreas Öchsner, Holm Altenbach