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Titlebook: GCEC 2017; Proceedings of the 1 Biswajeet Pradhan Conference proceedings 2019 Springer Nature Singapore Pte Ltd. 2019 Structural and Constr

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發(fā)表于 2025-3-25 05:01:42 | 只看該作者
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發(fā)表于 2025-3-25 16:03:16 | 只看該作者
Die Gestaltung ?konomischer Organisationenes: high-density polyethylene fibres and hooked stainless steel fibres considering 1% or 2% of the volume contents. The influence of the fibre contents on the compressive and tensile strengths, the strain-hardening performance and the fracture energy are discussed.
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發(fā)表于 2025-3-26 00:42:11 | 只看該作者
Influence of Polyethylene and Stainless Steel Fibres on Compressive and Tensile Behaviour of High-Pees: high-density polyethylene fibres and hooked stainless steel fibres considering 1% or 2% of the volume contents. The influence of the fibre contents on the compressive and tensile strengths, the strain-hardening performance and the fracture energy are discussed.
27#
發(fā)表于 2025-3-26 05:04:40 | 只看該作者
Mechanical Properties of Timber Dried Using Radio Frequency–Vacuum Systemthat the modulus of rupture and modulus of elasticity of RFV specimens were lower than the conventional kiln-dried timbers. On the other hand, the Janka hardness of RFV specimens was slightly higher. Comparison with kiln-dried timbers suggested that RFV process had no adverse effect on the specific gravity.
28#
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https://doi.org/10.1007/978-3-658-29640-7n function using longitudinal shear estimation method by considering section slenderness and deck characteristics. The strength test performance between the developed scheme and the experiment-based test results indicates high similarity, demonstrating the viability of the proposed strength determination methodology developed.
30#
發(fā)表于 2025-3-26 19:05:55 | 只看該作者
https://doi.org/10.1007/3-540-28879-1ed to vertical and centric inclined loads, on a cohesive soil with spatially variable distribution of the undrained shear strength. A parametric study is performed using OptumG2 to investigate the effects of diverse probabilistic parameters associated in the problem of undrained bearing capacity of strip footings.
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