给2015年同学的一封信

２０１５年的各位同学： 当你们打开你们的新概念电子信箱时，我──一个２００１年的初一学生写给你们的这封信，也许能幸运地成为你们的“不速之客”。 首先恭贺你们可以坐在电脑前完成我们在学校才能完成的一切课程，用不着担心近视担心成绩担心开小差挨骂担心上课疲倦担心教室外心烦的噪音担心嘴的活动越轨……我们现在吵着闹着买电脑而你们却笑着忙着换电脑。可以这样说，你们所拥有的一切都是我们当今的梦想，社会的发展就是如此神奇，一次次把梦想变为现实，从而又产生新的 梦想…… 在你们接读此信 时，也许正是第一缕阳 光射进你们…     

春的畅想曲

又一个春天要过去了,这段日子里,承载了我怎样的记忆和思绪。人们都说,这应该是一个灿烂明媚的季节。可是我印象中,只留下了阴沉压抑的天空。记忆中,关于春天的概念,还是充满生机与希望,但是夹在冬季与夏季这两个醒目的季节之间的那段日子,却是那般的暗淡与模糊。可以说,夏天和     

X探长破案记

前言:X探长是Y小镇上声名远扬的破案高手。他每天奔波在小镇的大街小巷,各种奇案都难不倒他。瞧,X探长又要出发去破案了!01失窃的钻石“丁零零……”急促的电话声响起,X探长拿起电话:“喂!什么事?”“你是X探长吗?我是商业大街88号珠宝店经理,我这里发生了抢劫案!”“好的,保护好现场,我马上就到!”X探长放下电话,立刻驾车赶往商业大街。     

Experimental Study of Structure Shock Vibration in Soil Caused by Explosion of Conventional Weapons

When hitting underground structures directly or exploding in rock-soil media near underground structures, the conventional weapons with large charge weight will make underground structures be subjected to strong shock vibration and cause personal casualty and damage of precision electronic equipments. The shock vibration has become one of the cardinal killing means of weapons. However, the existing methods of predicting structure shock vibration are limited evidently. In this paper the coupling coefficient of acceleration in clayey soil is obtained firstly. Subsequently based on repeated experiments of chemical explosion, after dimension analysis and by using method of multivariate stepwise regression, the calculation formulae of shock vibration acceleration for the underground structure are obtained finally. The formulae consider top and side explosion respectively, taking into account the effects of penetration depth, charge weight, distance to explosion center, rock-soil media, size of structure and buried depth. They are easy to use with high practicability and degree of confidence, and can provide credible evidence for prediction of shock vibration and vibration isolating design of underground structure.     

书写你的生命

假设有人给了你一枝笔,一枝密封的、纯色的水笔,里面有多少墨水你看不到,很可能刚刚试写几字便用干耗尽;也可能足以完成一部或几部杰作,永存于世,使世事为之大变。而这一切你在动笔之前却是一无所知。根据游戏的规则,你确实水远也不会知道,只能冒一下险。而事实上,也没有     

箭与歌

我向空中射出一枝箭,我不知它落在何方。因为它飞得如此神速,我的视力都追赶不上。我向高空唱出一支歌,我不知它落在何方。谁有如此犀利眼力,能追赶上歌声的飞扬?     

Modeling Strain Rate Effect for Heterogeneous Brittle Materials

Rocks are heterogeneous from the point of microstructure which is of significance to their dynamic failure behavior. Both the compressive and tensile strength of rock-like materials is regarded different from the static strength. The present study adopts smoothed particle hydrodynamics (SPH) which is a virtual particle based meshfree method to investigate strain rate effect for heterogeneous brittle materials. The SPH method is capable of simulating rock fracture, free of the mesh constraint of the traditional FEM and FDM models. A pressure dependent J-H constitutive model involving heterogeneity is employed in the numerical modeling. The results show the compressive strength increases with the increase of strain rate as well as the tensile strength, which is important to the engineering design.     

书写自己的生命华章

假如有人给你一支笔,一支密封的、纯色的水笔,里面有多少墨水你无法看到,很可能刚刚试着写几个字就能用干,也可能足够写一部或几部皇皇巨著,流传千古,使世事为之而改变。而这一切你在动笔之前无法知晓。     

Numerical Simulation of Response of SRC Columns Subjected to Blast Loading

The dynamic characteristics and failure modes of steel reinforced concrete (SRC) columns subjected to blast loading are complicated because of the transient stress wave in the SRC columns and the interaction between steel and concrete. This paper presents a numerical simulation of the response of SRC columns subjected to blast loading using hydrocode LS-DYNA. In the numerical model, a sophisticate concrete material model (the Concrete Damage Model) is employed with consideration of the strain rate effect and the damage accumulation. An erosion technique is adopted to model the spalling process of concrete. The possible failure modes of SRC columns are evaluated. It is observed that the failure of SRC columns subjected to blast load can generally be classified into three modes, namely, a direct failure in concrete body due to the stress wave, a transverse shear failure near the support sections due to the high shear force, and a flexural failure pertaining to large local and global deformation of the reinforcing steel.