mentat2013.1 -ogl -glflush ---- Inertia relief and dynamic loadcases theory {{ :wikifemfuchde2019:dispensa_2018_v2019-05-20.pdf |}} ---- Embodiment of the vector shape functions constituting the $\underline{\underline{S}}$ matrix columns. {{ :wikifemfuchde2019:monoelem_piastra_motielementari_singolidof.mfd |}} ---- ***FSAE-like chassis*** model at the end of the previous lesson {{ :wikifemfuchde2019:monocoque_chassis_2019_v004.mud |}} **Inertial elements** {{ :wikifemfuchde2019:monocoque_chassis_2019_inertial_elements_alone.mud |}} {{ :wikifemfuchde2019:inertially_equivalent_cuboid_engine.ods |}} {{ :wikifemfuchde2019:inertially_equivalent_cuboid_wheel_assemblies.ods |}} ---- model as at the end of today's lesson (inertia relief crash deceleration loadcase) {{ :wikifemfuchde2019:monocoque_chassis_2019_v005.mud |}} ---- ** Notes: ** The pedagogical model proposed does **not** include sway/antiroll bars, that are instead a critical element for torsional stiffness loadcases. In particular, torsional stiffness should be evaluated in both the limiting cases of * rigid springs, disconnected sway bars; * disconnected springs, rigid sway bar. This second loadcase, which is usually neglected, is however relevant for sizing the sway bar support areas on the chassis structure. ==== Loadcases ==== * Static test: torsional stiffness; * preliminary suspension stroke motion test ({{:wikitelaio2016:telaio_monocoque_comeimportato_tutorial_optistruct.mud|original Optistruct tutorial version}} m( ); * rigid spring or rigid anti-roll bar? * Front, right wheel bump loadcase (inertia relief); * Frontal crash absorber collapse loadcase (inertia relief); at the element faces belonging to the ''crash_absorber_bearing_area'' set (an approx. 155x320 mm area at the front bulkhead), a 25 psi = 0,172 MPa distributed pressure is applied which is due to the honeycomb absorber crushing (see {{ :wikitelaio2017:plascore_crushlite.pdf |datasheet}}). * Dynamic modal response; * Dynamic harmonic response: vertical harmonic load at the front, right wheel, 1-100 Hz range, sampled at 0.25Hz resolution ((100-1)*4+1 = 397 steps); ==== Connectors ==== RBE3 link kinematics, in a nutshell: * in the standard configuration, the centroidal C node dof.s are set as dependent, whereas the other $P_i$ nodes in the distribution maintain their independent dof. characterization; * a $q_i$ weight is associated to each $P_i$ node of the distribution, uniformly allotted by default; * the C centroidal node rigidly roto-translates with the distribution COG. G; * the distribution COG. G translational motion is defined by the weighted average $P_i$ nodes translations; * the distribution COG. G rotational motion is defined based on the momentum of the $P_i$ nodes translations. {{:wikipaom2015:cinematica_rbe3.png?300|}} {{:wikipaom2015:cinematica_rbe3_v1.pdf|sorgente ipe}}