summary7 - Note Problem can not be solved completely – 3...

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Lecture 7 - summary Problem-schematic Solution Application: Stress distribution in foundation BCs: Pressure at surface Two soils – thus two domains with different density Connection between domains: Stress vector continuity (used to obtain condition for stress tensor continuity)
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Unformatted text preview: Note: Problem can not be solved completely – 3 of the 6 stress tensor coefficients are undetermined Reason: Missing information about material law – statically indeterminate system; EQ and BCs insufficient to close problem Solution: Use material law (later in 1.050!)...
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