Concept Modelling of Vehicle Joints and Beam-Like Structures through Dynamic FE-Based Methods

<table>Stress distribution along rectangular cross-sections, due to vertical shear (<svg height="12.25" id="M27" style="vertical-align:-3.25793pt" version="1.1" viewbox="0 0 21.5375 12.25" width="21.5375" xmlns="http://www.w3.org/2000/svg" xmlns:xlink="http://www.w3.org/1999/xlink">
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</svg> and <svg height="15.1125" id="M28" style="vertical-align:-4.74141pt" version="1.1" viewbox="0 0 21.775 15.1125" width="21.775" xmlns="http://www.w3.org/2000/svg" xmlns:xlink="http://www.w3.org/1999/xlink">
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<g transform="matrix(.012,-0,0,-.012,8.275,11.95)"><path d="M475 445l-64 -69q-119 -128 -289 -280q27 6 81 -15q66 -26 102 -26q48 0 111 93l23 -19q-41 -84 -75.5 -116.5t-73.5 -32.5q-37 0 -147 53q-43 21 -63 7q-22 -15 -38 -41q-4 -7 -11 -7q-8 10 -8 26q0 38 47 83l292 273q-32 -5 -67 -1q-63 7 -105 7q-32 0 -53.5 -22
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</svg> in (a)) and warping torsion (<svg height="12.4125" id="M29" style="vertical-align:-3.25793pt" version="1.1" viewbox="0 0 16.275 12.4125" width="16.275" xmlns="http://www.w3.org/2000/svg" xmlns:xlink="http://www.w3.org/1999/xlink">
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<g transform="matrix(.012,-0,0,-.012,9.663,12.112)"><path d="M475 445l-64 -69q-119 -128 -289 -280q27 6 81 -15q66 -26 102 -26q48 0 111 93l23 -19q-41 -84 -75.5 -116.5t-73.5 -32.5q-37 0 -147 53q-43 21 -63 7q-22 -15 -38 -41q-4 -7 -11 -7q-8 10 -8 26q0 38 47 83l292 273q-32 -5 -67 -1q-63 7 -105 7q-32 0 -53.5 -22
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</svg> in (b)): the global effect of linear parts in the central node is zero.</table>

Shock and Vibration

fig4

Figure 4

Figure 4: Concept Modelling of Vehicle Joints and Beam-Like Structures through Dynamic FE-Based Methods 