Pier-Pile integral structures provide construction works with many environmental and landscape advantages. For example, the space required to construct these structures is smaller than that of other bridges due to the...Pier-Pile integral structures provide construction works with many environmental and landscape advantages. For example, the space required to construct these structures is smaller than that of other bridges due to the footing being removed, meaning that it is not necessity to greatly change the surroundings of these bridges. While there are environmental and landscape advantages, there are also a few demerits for the overall land-scape designs, including demerits in the design of this proposed structure which consists of relatively slender parts. This proposed structure has already been constructed in areas where possibility of a severe earthquake is low. However, some problems that have yet to be examined are related to the use of this proposed structure in areas where earthquakes are frequent. Lacking detailed studies of its behavior during severe earthquakes, it is currently difficult to construct these structures in Japan. Consequently, it is necessary to investigate in detail limited performance about compression and bending moment, and earthquake- resistant performance of these structures in order to resolve these problems. In this paper, It was clarified the relationship between the rigidity of the ground and the effective buckling length by buckling analysis and elasto- plastic finite deformation analysis. Moreover, it was proposed a simplified formula using a proposed characteristic value β and several factors for analysis accuracy. A simplified formula would support to determine the effective buckling length to design the pier using the load-bearing capacity curve based on the slenderness ratio parameter.展开更多
With von Mises yield criterion,the loading range of Net Section Collapse(NSC) Criteria is extended from combined tension and bending loadings to combined bending,torsion and internal pressure loadings.A new theoretica...With von Mises yield criterion,the loading range of Net Section Collapse(NSC) Criteria is extended from combined tension and bending loadings to combined bending,torsion and internal pressure loadings.A new theoretical analyzing method of plastic limit load for pressure pipe with incomplete welding defects based on the extended NSC Criteria is presented and the correlative formulas are deduced,the influences of pipe curvature,circumferential length and depth of incomplete welding defects on the plastic limit load of pressure pipe are considered as well in this method.Meanwhile,according to the orthogonal experimental design method,the plastic limit loads are calculated by the finite element method and compared with the theoretical values.The results show that the expressions of plastic limit load of pressure pipe with incomplete welding defects under bending,torsion and internal pressure based on extended NSC criteria are reliable.The study provides an important theoretical basis for the establishment of safety assessment measure towards pressure pipe with incomplete welding defects.展开更多
In this paper we use the Green function method to solve the problem of steady one dimensional flow of an incompressible viscous, electrically conducting fluid through a pipe with partial circular ring cross sec- tion ...In this paper we use the Green function method to solve the problem of steady one dimensional flow of an incompressible viscous, electrically conducting fluid through a pipe with partial circular ring cross sec- tion and one with annular cross section, in the presence of an applied transverse uniform magnetic field, We ob- tain analytic solutions and carry out some numerical calculations of the velocity distribution and induced magnet- ic field.展开更多
超大断面隧道(断面面积大于100 m 2)开挖面积大,围岩扰动性强,因此常常需要进行超前支护控制隧道施工安全,管棚注浆加固是一种常见的隧道超前支护方式,其主要通过在隧道围岩上方形成注浆加固圈从而控制围岩应力和变形大小。在进行数值...超大断面隧道(断面面积大于100 m 2)开挖面积大,围岩扰动性强,因此常常需要进行超前支护控制隧道施工安全,管棚注浆加固是一种常见的隧道超前支护方式,其主要通过在隧道围岩上方形成注浆加固圈从而控制围岩应力和变形大小。在进行数值模拟计算过程中,注浆加固圈厚度是计算结果准确的关键。依托渝黔铁路张家山隧道工程,考虑管棚外插角和搭接长度对注浆加固圈厚度的影响,对传统计算公式进行优化,采用FLAC3D对比分析未使用管棚注浆加固和使用管棚注浆加固两种计算工况。结果表明:①优化后的注浆加固圈厚度计算公式与管棚外插角、浆液扩散半径、管棚长度、管棚纵向间距和环向间距5个参数相关,且使用优化后计算公式得到的数值模拟结果与现场监测数据更接近,计算结果更准确;②相较于未使用超前管棚注浆支护,使用超前管棚注浆支护拱顶沉降位移为12.65 mm,减小31.06%;③管棚注浆支护能够降低围岩竖向最大压应力20.72%和最大竖向拉应力44.68%,同时能够降低初期支护结构最大主压应力15.87%和最大主拉应力23.81%;④管棚注浆加固的地表沉降最大值为8.95 mm,较未使用管棚注浆加固减少24.25%;⑤管棚注浆加固效果与浆液扩散半径、管棚外插角和管棚长度呈正相关,与管棚纵向间距和环向间距呈负相关,其中浆液扩散半径影响效果最显著,管棚外插角影响最小。展开更多
文摘Pier-Pile integral structures provide construction works with many environmental and landscape advantages. For example, the space required to construct these structures is smaller than that of other bridges due to the footing being removed, meaning that it is not necessity to greatly change the surroundings of these bridges. While there are environmental and landscape advantages, there are also a few demerits for the overall land-scape designs, including demerits in the design of this proposed structure which consists of relatively slender parts. This proposed structure has already been constructed in areas where possibility of a severe earthquake is low. However, some problems that have yet to be examined are related to the use of this proposed structure in areas where earthquakes are frequent. Lacking detailed studies of its behavior during severe earthquakes, it is currently difficult to construct these structures in Japan. Consequently, it is necessary to investigate in detail limited performance about compression and bending moment, and earthquake- resistant performance of these structures in order to resolve these problems. In this paper, It was clarified the relationship between the rigidity of the ground and the effective buckling length by buckling analysis and elasto- plastic finite deformation analysis. Moreover, it was proposed a simplified formula using a proposed characteristic value β and several factors for analysis accuracy. A simplified formula would support to determine the effective buckling length to design the pier using the load-bearing capacity curve based on the slenderness ratio parameter.
基金Project (No. X106871) supported by the Natural Science Foundation of Zhejiang Province,China
文摘With von Mises yield criterion,the loading range of Net Section Collapse(NSC) Criteria is extended from combined tension and bending loadings to combined bending,torsion and internal pressure loadings.A new theoretical analyzing method of plastic limit load for pressure pipe with incomplete welding defects based on the extended NSC Criteria is presented and the correlative formulas are deduced,the influences of pipe curvature,circumferential length and depth of incomplete welding defects on the plastic limit load of pressure pipe are considered as well in this method.Meanwhile,according to the orthogonal experimental design method,the plastic limit loads are calculated by the finite element method and compared with the theoretical values.The results show that the expressions of plastic limit load of pressure pipe with incomplete welding defects under bending,torsion and internal pressure based on extended NSC criteria are reliable.The study provides an important theoretical basis for the establishment of safety assessment measure towards pressure pipe with incomplete welding defects.
文摘In this paper we use the Green function method to solve the problem of steady one dimensional flow of an incompressible viscous, electrically conducting fluid through a pipe with partial circular ring cross sec- tion and one with annular cross section, in the presence of an applied transverse uniform magnetic field, We ob- tain analytic solutions and carry out some numerical calculations of the velocity distribution and induced magnet- ic field.
文摘超大断面隧道(断面面积大于100 m 2)开挖面积大,围岩扰动性强,因此常常需要进行超前支护控制隧道施工安全,管棚注浆加固是一种常见的隧道超前支护方式,其主要通过在隧道围岩上方形成注浆加固圈从而控制围岩应力和变形大小。在进行数值模拟计算过程中,注浆加固圈厚度是计算结果准确的关键。依托渝黔铁路张家山隧道工程,考虑管棚外插角和搭接长度对注浆加固圈厚度的影响,对传统计算公式进行优化,采用FLAC3D对比分析未使用管棚注浆加固和使用管棚注浆加固两种计算工况。结果表明:①优化后的注浆加固圈厚度计算公式与管棚外插角、浆液扩散半径、管棚长度、管棚纵向间距和环向间距5个参数相关,且使用优化后计算公式得到的数值模拟结果与现场监测数据更接近,计算结果更准确;②相较于未使用超前管棚注浆支护,使用超前管棚注浆支护拱顶沉降位移为12.65 mm,减小31.06%;③管棚注浆支护能够降低围岩竖向最大压应力20.72%和最大竖向拉应力44.68%,同时能够降低初期支护结构最大主压应力15.87%和最大主拉应力23.81%;④管棚注浆加固的地表沉降最大值为8.95 mm,较未使用管棚注浆加固减少24.25%;⑤管棚注浆加固效果与浆液扩散半径、管棚外插角和管棚长度呈正相关,与管棚纵向间距和环向间距呈负相关,其中浆液扩散半径影响效果最显著,管棚外插角影响最小。
