Reliability and mechanical performance of timber–concrete composite beams in the non-linear domain
Different non-linear methods for calculating the reliability and mechanical performance of timber–concrete composite beams connected using threaded steel rods are compared. Two distinct approaches are used and validated using experimental data: a three-dimensional finite-element model developed usin...
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| Main Authors: | , , , |
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| Format: | Article |
| Language: | English |
| Published: |
Croatian Association of Civil Engineers
2024-12-01
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| Series: | Građevinar |
| Subjects: | |
| Online Access: | https://doi.org/10.14256/JCE.4055.2024 |
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