STEER
发表于 2025-3-25 03:26:25
http://reply.papertrans.cn/32/3190/318955/318955_21.png
轻而薄
发表于 2025-3-25 11:02:11
https://doi.org/10.1007/978-3-658-06292-7ore homogeneously distributed over the specimen surface of virgin mixes. The analysis of the local behavior of RAP showed a local stiffening of the binder along the border of the RAP aggregates. The obtained results highlight the difference in behavior between specimens both at the micro- and the macro-scales.
谦卑
发表于 2025-3-25 13:39:33
Studying the Influence of the Reclaimed Asphalt Pavement (RAP) on Local Deformation Properties of Aore homogeneously distributed over the specimen surface of virgin mixes. The analysis of the local behavior of RAP showed a local stiffening of the binder along the border of the RAP aggregates. The obtained results highlight the difference in behavior between specimens both at the micro- and the macro-scales.
性上瘾
发表于 2025-3-25 17:40:17
https://doi.org/10.1007/978-3-322-89930-9 CSIRO National Standards Laboratory Technical Paper, no. 25, 1969). At a compressive strain of 0.2 %, the mean Young’s modulus is 73.6 ± 4.4 GPa (N = 12) which is exactly within the range of what we expect for soda-lime glass. The results are enhanced by . SEM images which reveal both plastic yield and fracture.
人充满活力
发表于 2025-3-25 23:42:11
http://reply.papertrans.cn/32/3190/318955/318955_25.png
erythema
发表于 2025-3-26 01:28:18
http://reply.papertrans.cn/32/3190/318955/318955_26.png
潜伏期
发表于 2025-3-26 06:03:33
http://reply.papertrans.cn/32/3190/318955/318955_27.png
切碎
发表于 2025-3-26 11:46:30
https://doi.org/10.1007/978-3-663-02501-6ied. The rise time for our experiments was 0.3 s and the step-strains ranged from 3 to 7 % strain. Relaxation was recorded over three decades of time (1, 10, 100 and 1000 s). It was found that within this range the HEMA-DMAEMA hydrogel displayed linear-viscoelastic behavior.
Dappled
发表于 2025-3-26 14:28:28
http://reply.papertrans.cn/32/3190/318955/318955_29.png
食品室
发表于 2025-3-26 17:46:14
Construction Procedure of Spot Weld Failure Model for Crash Simulation,ressed as a function of previous researches, however failure surface of high strength steels and advanced high strength steels were different shape from previous research results. The proposed failure criterion is well-estimated for specimen levels such as cross tension, loading angle of 30°, loading angle of 45°, coach-peel and lap-shear tests.