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pro vyhledávání: '"Mads Emil Møller Andersen"'
Publikováno v:
Møller Andersen, M E, Poulsen, P N, Olesen, J F & Hoang, L C 2023, ' Strength-Based Material Layout Optimization of Solid Reinforced Concrete ', Computers and Structures, vol. 276, 106941 . https://doi.org/10.1016/j.compstruc.2022.106941
Whether monetary, environmental, or otherwise, the cost of the structure is always an important aspect when designing reinforced concrete. A structure with a low cost is desirable, but other considerations must be made. First and foremost, the struct
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::24998425261b29da29e560d2fa48d48d
https://doi.org/10.1016/j.compstruc.2022.106941
https://doi.org/10.1016/j.compstruc.2022.106941
Publikováno v:
Andersen, M E M, Poulsen, P N & Olesen, J F 2021, ' Finite-Element Limit Analysis for Solid Modeling of Reinforced Concrete ', Journal of Structural Engineering, vol. 147, no. 5, 04021051 . https://doi.org/10.1061/(ASCE)ST.1943-541X.0002979
Complex triaxial stress states are present in many reinforced concrete structures. These structures are often analyzed using simple hand calculations based on methods designed for plane structures. However, this can result in designs that are ineffic
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::c3b9be6a43d662b217db82a876f39282
https://doi.org/10.1061/(asce)st.1943-541x.0002979
https://doi.org/10.1061/(asce)st.1943-541x.0002979
Publikováno v:
Andersen, M E M, Poulsen, P N & Olesen, J F 2021, ' Partially mixed lower bound constant stress tetrahedral element for Finite Element Limit Analysis ', Computers and Structures, vol. 258, 106672 . https://doi.org/10.1016/j.compstruc.2021.106672
A numerical analysis of the limit state for solids, with an adequately described structural geometry, is often a computationally demanding task, and there is a need for an effective method. The existing solid elements for Finite Element Limit Analysi
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::697ea51c9b3afa3d20f0f455aa4a1867
https://orbit.dtu.dk/en/publications/0c93c766-50ce-4ecc-81a5-cb10dd221f1e
https://orbit.dtu.dk/en/publications/0c93c766-50ce-4ecc-81a5-cb10dd221f1e
Publikováno v:
Andersen, M E M, Poulsen, P N, Olesen, J F & Hoang, L C 2021, Rigid-plastic optimization of solid reinforced concrete structures . in Concrete Structures: New Trends for Eco-Efficiency and Performance : Proceedings of the fib Symposium 2021 . pp. 2245-2254 .
Technical University of Denmark Orbit
Technical University of Denmark Orbit
Design of solid reinforced concrete structures, e.g., piers and pile caps, is primarily performed using simple hand calculation methods such as the strut-and-tie method. This may lead to designs which are conservative regarding the load-bearing capac
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=dedup_wf_001::0fa89800ba974ef694f624d5e2c9b8b9
https://orbit.dtu.dk/en/publications/0611caa9-a4cc-425c-b0c4-6b5bcfab500b
https://orbit.dtu.dk/en/publications/0611caa9-a4cc-425c-b0c4-6b5bcfab500b
Publikováno v:
Mads Emil Møller Andersen
Scopus-Elsevier
Scopus-Elsevier
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=dedup_wf_001::641c1859a488fd2a65198a0f50b4adc3
http://www.scopus.com/inward/record.url?eid=2-s2.0-85102399035&partnerID=MN8TOARS
http://www.scopus.com/inward/record.url?eid=2-s2.0-85102399035&partnerID=MN8TOARS
Publikováno v:
Technical University of Denmark Orbit
Andersen, M E M, Poulsen, P N, Olesen, J F & Hoang, L C 2020, Solid finite element limit analysis for modelling of pile caps . in Concrete structures for resilient society . pp. 1405-1413, fib Symposium 2020, Shanghai, China, 22/11/2020 .
Andersen, M E M, Poulsen, P N, Olesen, J F & Hoang, L C 2020, Solid finite element limit analysis for modelling of pile caps . in Concrete structures for resilient society . pp. 1405-1413, fib Symposium 2020, Shanghai, China, 22/11/2020 .
Solid reinforced concrete structures such as pile caps are generally designed using simple hand calculation methods originally developed for two-dimensional problems. These methods are not necessarily suited for the design of three-dimensional struct
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=dedup_wf_001::044667afd5184dc6b04591c51981dbf4
https://orbit.dtu.dk/en/publications/e9f909a5-6402-4ec4-a5f9-0f149486c6a5
https://orbit.dtu.dk/en/publications/e9f909a5-6402-4ec4-a5f9-0f149486c6a5