Coeval
发表于 2025-3-25 05:01:42
http://reply.papertrans.cn/39/3801/380060/380060_21.png
发酵
发表于 2025-3-25 09:35:42
http://reply.papertrans.cn/39/3801/380060/380060_22.png
新星
发表于 2025-3-25 15:33:11
http://reply.papertrans.cn/39/3801/380060/380060_23.png
NICE
发表于 2025-3-25 16:03:16
Die Gestaltung ökonomischer 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.
PACK
发表于 2025-3-25 22:25:52
http://reply.papertrans.cn/39/3801/380060/380060_25.png
Urologist
发表于 2025-3-26 00:42:11
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.
无法取消
发表于 2025-3-26 05:04:40
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.
暂时过来
发表于 2025-3-26 11:37:01
http://reply.papertrans.cn/39/3801/380060/380060_28.png
草率男
发表于 2025-3-26 15:29:15
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.
Rejuvenate
发表于 2025-3-26 19:05:55
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.