Geometric non-linear structural analysis by spline finite element method
The development presented in this thesis is geometrically non-linear analysis using the C1-spline finite elements. The formulation is based on the general geometrically non-linear strain-displacement relations derived from Novozhilov's theory. It is well known that a serious drawback of C degre...
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| Format: | Thesis |
| Language: | English |
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2009
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| Online Access: | http://hdl.handle.net/10356/19419 |
| _version_ | 1826119889412161536 |
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| author | Shi, Ping. |
| author2 | Fan, Sau Cheong |
| author_facet | Fan, Sau Cheong Shi, Ping. |
| author_sort | Shi, Ping. |
| collection | NTU |
| description | The development presented in this thesis is geometrically non-linear analysis using the C1-spline finite elements. The formulation is based on the general geometrically non-linear strain-displacement relations derived from Novozhilov's theory. It is well known that a serious drawback of C degree elements is their exposure of the shear locking phenomenon. The present development can remove this restriction for non-linear structural analysis by finite element method. |
| first_indexed | 2024-10-01T05:07:30Z |
| format | Thesis |
| id | ntu-10356/19419 |
| institution | Nanyang Technological University |
| language | English |
| last_indexed | 2024-10-01T05:07:30Z |
| publishDate | 2009 |
| record_format | dspace |
| spelling | ntu-10356/194192019-12-10T12:08:18Z Geometric non-linear structural analysis by spline finite element method Shi, Ping. Fan, Sau Cheong School of Civil and Structural Engineering DRNTU::Engineering::Civil engineering::Structures and design The development presented in this thesis is geometrically non-linear analysis using the C1-spline finite elements. The formulation is based on the general geometrically non-linear strain-displacement relations derived from Novozhilov's theory. It is well known that a serious drawback of C degree elements is their exposure of the shear locking phenomenon. The present development can remove this restriction for non-linear structural analysis by finite element method. Doctor of Philosophy (CSE) 2009-12-11T09:14:37Z 2009-12-11T09:14:37Z 1996 1996 Thesis http://hdl.handle.net/10356/19419 en NANYANG TECHNOLOGICAL UNIVERSITY 268 p. application/pdf |
| spellingShingle | DRNTU::Engineering::Civil engineering::Structures and design Shi, Ping. Geometric non-linear structural analysis by spline finite element method |
| title | Geometric non-linear structural analysis by spline finite element method |
| title_full | Geometric non-linear structural analysis by spline finite element method |
| title_fullStr | Geometric non-linear structural analysis by spline finite element method |
| title_full_unstemmed | Geometric non-linear structural analysis by spline finite element method |
| title_short | Geometric non-linear structural analysis by spline finite element method |
| title_sort | geometric non linear structural analysis by spline finite element method |
| topic | DRNTU::Engineering::Civil engineering::Structures and design |
| url | http://hdl.handle.net/10356/19419 |
| work_keys_str_mv | AT shiping geometricnonlinearstructuralanalysisbysplinefiniteelementmethod |