成缆工序对光缆拉伸性能的影响

光缆拉伸性能是检验光缆质量的重要指标之一,成缆工序对光缆的拉伸性能起着至关重要的作用。结合现有的实际生产经验,从成缆设备和成缆生产工艺的控制等方面探讨了影响光缆拉伸性能的因素,以期提高光缆的拉伸性能。     

Ag和RE对SnAgCuRE无铅钎料拉伸性能的影响

利用正交试验法,对SnAgCuRE系钎料合金的拉伸性能进行了检验。结果表明:SnAgCuRE系钎料合金的拉伸性能与Ag和RE的添加量密切相关,即拉伸强度会随Ag含量增大而提高;延伸率受RE影响最大,并在w(RE)为0.1%时延伸率和拉伸强度都达到最佳。当w(RE)达到0.5%时,会导致延伸率的下降。     

基于次用户协作的主用户频谱洞周期稳态特征检测

实时准确地检测主用户归属的无线电系统是否存在频谱洞,即检测主用户是否在所分配的频点上处于活动状态,是机会式频谱共享法必须解决的首要问题.本文将次用户间协作检测方式和周期稳态特征检测法结合,提出了次用户协作检测主用户频谱洞的特征检测法.理论研究和和仿真分析表明,本文提出的检测法比协作能量检测法性能优越.     

阻焊塞孔工艺改善

通过改良阻焊塞孔工具、规范网印塞孔操作、修改后固化参数,改善公司阻焊塞孔质量不稳定的问题。     

在用烘缸与非标准烘缸材料拉伸强度的评定

本文通过试验分析研究，提出了用计算材料共晶度及测量布氏硬度的方法，评定造纸机的在用烘缸与非标准烘缸拉伸强度，为检定这种类型的烘缸，提供了可供使用的经验公式。     

预裂爆破技术的发展

介绍了预裂爆破技术在美国、加拿大等国家工程爆破中的应用与发展以及我国在这方面的进展。     

旋喷桩质量的检测及对复合地基的评价

本文以成渝高速公路桥基为实例,介绍了对旋喷桩质量的检测方法和对复合地基的评价.     

An Octacalcium Phosphate Forming Cement

The osteoconductive and possibly osteoinductive characteristics of OCP increased the interest in preparation of bone graft materials that contain OCP in its composition. Calcium phosphate cements (CPCs) were prepared using a mixture of α-tricalcium phosphate (α-TCP) and dicalcium phosphate anhydrous (DCPA), with α-TCP / DCPA molar ratio of 1/1 and distilled water or 0.5 mol / L phosphate aqueous solution (pH = 6.1 ± 0.1) as the cement liquid. Hardening time was (30 ± 1) min for the CPC mixed with water and (5 ± 1) min for the CPC mixed with phosphate solution. Diametral tensile strength (DTS), porosity (P), and phase composition (powder x-ray diffraction) were determined after the hardened specimens had been immersed in a physiological-like solution (PLS) for 1 d, 3 d, and 7 d. In CPC specimens prepared with water, calcium hydroxyapatite (HA) was formed and DTS and P were (9.03 ± 0.48) MPa and (37.05 ± 0.20) vol % after 1 d, respectively, and (9.15 ± 0.45) MPa and (37.24 ± 0.63) vol % after 3 d, respectively. In CPC specimens prepared with phosphate solution OCP and HA were formed and DTS and P were (4.38 ± 0.49) MPa and (41.44 ± 1.25) vol % after 1 d, respectively,(4.38 ± 0.29) MPa and (42.52 ± 2.15) vol % after 3 d, respectively, and (4.30 ± 0.60) MPa and (41.38 ± 1.65) vol % after 7 d, respectively. For each group DTS and P did not change with PLS immersion time. DTS was significantly higher and P was significantly lower for CPCs prepared with water. HA formation slightly increased with immersion time from 40 mass % after 1 d to 50 mass % after 3 d in CPCs prepared with water. OCP + HA formation increased with immersion time from 30 mass % after 1 d to 35 mass % after 3 d and to 45 mass % after 7 d in CPCs prepared with 0.5 mol / L phosphate solution.     

Dynamic impedance of pile and caisson foundations

Abstract

The dynamic impedance of a pile or caisson foundation embedded in a homogeneous visco elastic half‐space was evaluated using the hybrid method. The soil‐foundation system is partitioned into a near‐field and a far‐field by choosing a cylindrical interface passing through the soil region very close to the foundation. The near‐field is modeled by the finite element method while the far‐field is characterized by a frequency‐dependent impedance matrix through the continuum approach. From the results presented, it is shown that the proposed method is very effective and can be widely used for parameter studies in engineering applications.     

Highlighting the base zone effect on the compression and recovery properties of the rugs with innovating Double-Base Persian rug

This paper investigates the compression and recovery properties of the rugs by highlighting the base zone effect. To fulfill this purpose, a new type of rug named Double-Base Persian Rug was prepared. In the new rug, the warping was done such that we have two sets of warp sheets (back base and front base warp yarns). So that, a gap between these two bases were created that could be filled with various types of fillers. A total of seven rug samples; a conventional Persian rug as the base of comparison and six new types of rug samples were produced. Then, the compression and recovery properties of the rug samples were investigated by static loading test. Generally, the results indicated that the rug base structure and the inherent characteristics of the materials used in the rug base as a filler positive affect the rug compression and recovery properties.