高强钢筋混凝土单向板在非接触爆炸下的抗爆性能研究

钢筋混凝土(RC)单向板是桥梁建设的重要组成部分. 对6块高强RC单向板进行非接触爆炸试验, 研究HRB400、HRB500和HTRB600高强RC单向板的抗爆性能, 分析爆炸后试件的破坏形态和参数. 结果表明 非接触爆炸下, 3种类型高强钢筋混凝土单向板的破坏形态相似, 单向板整体响应后出现弯曲破坏, 侧表面出现多条弯曲破坏裂缝; 在2.5kgTNT作用下的HTRB600高强RC单向板的裂缝数量和裂缝类型与2.1kgTNT作用下的HRB500高强RC单向板和1.7 kgTNT作用下的HRB400高强RC单向板差别不大, 相差范围在1条裂缝以内; HTRB600高强RC单向板在承受更大载荷时, 其平均加速度峰值比低载荷下HRB500、HRB400高强RC单向板分别增加45.1%和88.6%, 其抗弯承载力更好, 刚度更大.     

Recent results for single meson production from the Crystal-Barrel/TAPS experiment at ELSA

The present focus of the CBELSA/TAPS experiment is on meson-photoproduction off the nucleon using polarized photons and polarized targets. Here first preliminary results on the reactions γp → pπ and γp → pπ for both circularly and linearly polarized photons and a longitudinally polarized target are presented. Preliminary results for the beam asymmetry ∑ and the double polarization observable G have been extracted for both reactions using the linear polarization data. From the circular polarization data the observable E has been determined. Due to the near 4π angular coverage of the detector system these results cover almost the full solid angle.     

NUMERICAL SOLUTION OF THE UNSTEADY INCOMPRESSIBLE NAVIER-STOKES EQUATIONS ON THE CURVILINEAR HALF-STAGGERED MESH NUMERICAL SOLUTION OF THE UNSTEADY INCOMPRESSIBLE NAVIER-STOKES EQUATIONS ON THE CURVILINEAR HALF-STAGGERED MESH

1. IntroductionLet us consider the unsteady incompressible Navier--Stokes equatinns (qSE)on a twedimensional reginn n with boundary On. Here w is the velocity vector; interms of its Caxtesian,components w = (u, v)"; p is the Pressure. The initial conditionis given assatisheng (1.2). We are concerned mainly with the solid wall boundary conditiollbut we will also briefly discuss the outflow boundary conditinn. Note the convectionterm can ajBo be written in conservative form (w' glad)w = div(…