Search: onr:"swepub:oai:DiVA.org:lnu-110372" > On the added value ...
Fältnamn | Indikatorer | Metadata |
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000 | 03368naa a2200469 4500 | |
001 | oai:DiVA.org:lnu-110372 | |
003 | SwePub | |
008 | 220215s2022 | |||||||||||000 ||eng| | |
024 | 7 | a https://urn.kb.se/resolve?urn=urn:nbn:se:lnu:diva-1103722 URI |
024 | 7 | a https://doi.org/10.1007/s11709-021-0790-02 DOI |
040 | a (SwePub)lnu | |
041 | a engb eng | |
042 | 9 SwePub | |
072 | 7 | a ref2 swepub-contenttype |
072 | 7 | a art2 swepub-publicationtype |
100 | 1 | a Zhang, Jiaolongu Tongji University, China4 aut |
245 | 1 0 | a On the added value of multi-scale modeling of concrete |
264 | c 2022-01-27 | |
264 | 1 | b Springer,c 2022 |
338 | a print2 rdacarrier | |
520 | a This review of the added value of multi-scale modeling of concrete is based on three representative examples. The first one is concerned with the analysis of experimental data, taken from four high-dynamic tests. The structural nature of the high-dynamic strength increase can be explained by using a multi-scale model. It accounts for the microstructure of the specimens. The second example refers to multi-scale thermoelastic analysis of concrete pavements, subjected to solar heating. A sensitivity analysis with respect to the internal relative humidity (RH) of concrete has underlined the great importance of the RH for an assessment of the risk of microcracking of concrete. The third example deals with multi-scale structural analysis of a real-scale test of a segmental tunnel ring. It has turned out that multi-scale modeling of concrete enables more reliable predictions of crack opening displacements in tunnel segments than macroscopic models taken from codes of practice. Overall, it is concluded that multi-scale models have indeed a significant added value. However, its degree varies with these examples. In any case, it can be assessed by means of a comparison of the results from three sources, namely, multi-scale structural analysis, conventional structural analysis, and experiments. | |
650 | 7 | a TEKNIK OCH TEKNOLOGIERx Samhällsbyggnadsteknikx Infrastrukturteknik0 (SwePub)201042 hsv//swe |
650 | 7 | a ENGINEERING AND TECHNOLOGYx Civil Engineeringx Infrastructure Engineering0 (SwePub)201042 hsv//eng |
653 | a experiments | |
653 | a multi-scale analysis | |
653 | a conventional structural analysis | |
653 | a concrete | |
653 | a reinforced concrete | |
653 | a Byggteknik | |
653 | a Civil engineering | |
700 | 1 | a Binder, Eva,d 1990-u Linnéuniversitetet,Institutionen för byggteknik (BY)4 aut0 (Swepub:lnu)evbiaa |
700 | 1 | a Wang, Huiu Shanghai Jiao Tong University, China4 aut |
700 | 1 | a Aminbaghai, Mehdiu TU Wien, Austria4 aut |
700 | 1 | a La Pichler, Bernhardu TU Wien, Austria4 aut |
700 | 1 | a Yuan, Yongu Tongji University, China4 aut |
700 | 1 | a Mang, Herbert A.u Tongji Univ, China;TU Wien, Austria4 aut |
710 | 2 | a Tongji University, Chinab Institutionen för byggteknik (BY)4 org |
773 | 0 | t Frontiers of Structural and Civil Engineeringd : Springerg 16:1, s. 1-23q 16:1<1-23x 2095-2430x 2095-2449 |
856 | 4 | u https://doi.org/10.1007/s11709-021-0790-0y Fulltext |
856 | 4 | u https://link.springer.com/content/pdf/10.1007/s11709-021-0790-0.pdf |
856 | 4 8 | u https://urn.kb.se/resolve?urn=urn:nbn:se:lnu:diva-110372 |
856 | 4 8 | u https://doi.org/10.1007/s11709-021-0790-0 |
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