水泥混凝土路面损伤断裂研究

基于断裂力学、损伤力学和路面破坏的原理,对水泥混凝土路面损伤断裂的产生、扩展直至破坏的全过程进行分析,并指出每个阶段混凝土路面裂缝形成的根本原因,为板开裂防治提供了一种新思路。     

巴基斯坦瓜达尔港泥沙来源及海岸稳定性分析

在现场踏勘及有关资料分析的基础上 ,从地貌学角度 ,对巴基斯坦瓜达尔港海岸泥沙来源、海岸地貌特征及连岛沙坝的成因和稳定性等进行了定和定量分析     

合成孔径雷达图像船舶自动检测新方法

针对传统SAR图像船舶自动检测方法在检测近岸目标时存在的普适性不强、计算量大、自动识别差的缺陷,提出了一种新的迭代阈值分割算法,通过消除噪声、分离目标检测出船舶目标,对比验证该方法能自动、快速、准确地检测近岸船舶目标。     

大体积混凝土裂缝控制措施

大体积混凝土表面易出现纵横裂缝,影响混凝土质量。分析大体积混凝土裂缝产生的原因,介绍防止裂缝发生的一些措施,包括选择合适的水泥、骨料,掺加粉煤灰,掺入外加剂和纤维材料,完善施工工艺,加强温度控制等措施。     

A review of the Effect of a/W ratio on fracture toughness (II)—experimental investigation in LEFM

1 INTRODUCTIONThe linear elastic fracture mechanics provides auseful means of determining a material’s toughness.However, deeply cracked standard laboratory speci-mens those have high level of constraint may not alwaysbe representative of those found in structural compo-nents. Structural components often exhibit compara-tively shallowand surface-breaking.We have previously shown that shallow crackshave greater COD andJ-integral values at initiationthan deeply cracked specimens in EPFM…     

断层破碎带巷道基于钢管混凝土支架的复合支护技术研究及应用

为解决阳城煤矿-650南翼轨道大巷断层破碎带支护中出现的围岩变形大和变形持续时间长等问题,采用室内实验、理论计算和支护实践相结合的方法,对-650南翼轨道大巷围岩地质进行测试研究,揭示巷道原有支护变形破坏机制,提出断层破碎带巷道承压环强化支护设计方法,并由此设计基于钢管混凝土支架的复合支护设计方案。实验及理论分析得出： 钢管混凝土支架支护反力为0.92 MPa,基于钢管混凝土支架的复合支护体总体承载力达到1.37 MPa,超过预估围岩压力。支护实践表明： 基于194 mm×8 mm浅底拱圆形钢管混凝土支架复合支护方案能够有效控制巷道变形,抑制底鼓,保证了-650南翼轨道大巷的长期稳定。     

Non-fatal spine injuries resulting from motorcycle crashes

This study aims to determine spinal injury patterns and identify crash factors commonly associated with serious spinal injury as a result of motorcycle crashes. Data was retrospectively collected from motorcyclists sustaining spinal injuries from road crashes treated at Kuala Lumpur Hospital, Malaysia, over the 5-year period from 2005 to 2009. Each patient's injuries were analyzed by reviewing his or her medical records for radiographic imaging and computed tomography scans.A total of 151 patients were included in this study, of which, males accounted for over 87%. The first lower lumbar (L1) was the most commonly injured vertebral level, followed by the adjacent thoracic vertebra (T12). Fracture to the vertebral body without dislocation was found to be the most frequently observed spinal injury pattern. Injury severities for a majority of patients (65%) were measured at Maximum Abbreviated Injury Scale (MAIS) of 2. Serious spinal injury was associated with thorax or upper-extremity injury.Prevalence of lumbar spinal injury in the study reflects a predominantly low-speed crash among the motorcyclist in the region. Motorcyclists are at greater odd to sustain severe spinal injury when directly striking an object compare to striking the ground during the crash event.     

海洋平台中KK管节点表面裂纹应力强度因子的有限元计算方法

海洋平台中的KK管节点由于长期承受循环载荷而容易在焊缝处产生疲劳表面裂纹.对包含表面裂纹的KK节点的残余寿命的评估依赖于对表面裂纹应力强度因子的准确估算.本文首先提出了KK节点中表面裂纹的有限元网格产生方法,然后采用线弹性断裂力学理论,通过裂纹前缘的位移外推插值法分析了KK节点在轴向力作用下沿着表面裂纹的应力强度因子的分布情况.最后,通过对22个KK节点的模型分析,研究了节点的几何参数和裂纹形状参数对应力强度因子的影响情况.     

张力腿系缆系统涡激振动疲劳可靠性分析

张力腿平台的系缆系统在波流的联合作用下非常容易发生疲劳破坏.文章通过多项Galerkin方法对张力腿系缆系统的涡激振动方程进行求解,获得了系统的非线性动力响应.并综合考虑疲劳评估中相关参数和程序的不确定性,运用断裂力学的方法对系缆系统进行疲劳可靠性评估.文中还分别运用FORM和蒙特卡罗仿真对具体算例进行了计算.     

Stresses and Shear Fracture Zone of Jinshazhou Tunnel Surrounding Rock in Rich Water Region

Field evidence has shown that large-scale and unstable discontinuous planes in the rock mass surrounding tunnels in rich water region are probably generated after excavation. The tunnel surrounding rock was divided into three zones, including elastic zone, plastic damage zone and shear fracture zone fof assessing the stability of the tunnel surrounding rock. By local hydrogeology, the stresses of surrounding rock of Jinshazhou circular tunnel was analyzed and the stress solutions on the elastic and plastic damage zones were obtained by applying the theories of fluid-solid coupling and elasto-plastic damage mechanics. The shear fracture zone generated by joints was studied and its range was determined by using Mohr-Coulomb strength criterion. Finally, the correctness of the theoretical results was validated by comparing the scopes of shear fracture zones calculated in this paper with those from literature.