|
|
Автор: Williams
Дата: 21 августа 2012
Просмотров: 2 505 |
|
Korf Hydraulics v3.2
Korf Hydraulics is a user friendly program for calculating flow rates and pressures in pipes and piping networks. It is extremely flexible in what you can specify, with the program solving the unknown flows, pressures and sizes. Korf Hydraulics is equally well suited for applications ranging from a single pipe to complex networks where the flow rate in all or part of the network is unknown.
Korf Hydraulics is used by many engineering companies, including Reliance, PCS, Foster Wheeler, WorleyParsons, Linde, Colt, SNC Lavalin, Ambitech, Quotient, KPI, Kensington, IQA, Effective Project, Boeing, Opus, Amec, Terasen, Triad, Bectel, Stepan, Propak as well as smaller contracting companies and individuals.
Version 3.2 is now available and support the following key features:
- Advanced graphical interface and extensive reporting facilities.
- Liquid, isothermal compressible and several 2-phase methods.
- Multiple pipe databases, including non-cylindrical pipes.
- Pipe fluid properties can be based on that of another pipe (reference pipe).
- Flexible pipe sizing routines, and ability to ignore non-standard sizes.
- Fittings can be represented by the Crane or 2-K method.
- Heat loss from pipes can be estimated.
- Equations to simulate wells, spargers and to link specification to other equipment.
- Advanced equipment sizing and rating facilities (flow meters, control valves, etc).
- Built-in flash calculations and facilities to import data from simulators (Hysys, etc).
- Support for binary interaction coefficients and pseudo components.
- Support for multiple cases (normal, rated, etc).
- Quick calculation tools for pipes, orifices and control valves.
|
|
Читать статью дальше (комментариев - 12)
| |
|
|
Автор: Williams
Дата: 11 августа 2012
Просмотров: 1 616 |
|
Templagenics Digital Pipe Fitter v1.72b x86
With this software, you can print pipe cutting templates for any of a large variety of joints. 3D visualization of joints makes this software so easy and fun to use, you will be able to design joints you never dreamed were possible. Make your own pipe cutting templates. Print to any printer or export to an AutoCAD DXF file. Choose the type of joint you want, enter pipe sizes and desired dimensions, print a template on your printer, wrap template around the pipe, and cut on the line. It's that easy to create template patterns for saddle joints, miters, wyes, rolling offsets, segmented turns and much more. Now, Digital Pipe Fitter includes node joints for use in truss structures. |
|
Читать статью дальше (комментариев - 10)
| |
|
|
Автор: Williams
Дата: 4 августа 2012
Просмотров: 1 753 |
|
Ensoft Shaft v2012.7.3 x86
SHAFT is a computer program used to evaluate the axial capacity and the short-term, load-settlement curves of drilled shafts or bored piles in various types of soils. In general, the majority of axial capacity methods used by SHAFT are based on the latest FHWA manual. In addition, several extra axial capacity methods are provided for clay shales, gravels, and gravelly sands.
The analytical methods employed by SHAFT are based on experimental data obtained from hundreds of well-instrumented axial load tests of full-sized drilled shafts. Newer criteria for soil response of gravel and weak rock were modeled after papers of recent publication.
SHAFT can analyze the axial capacity and settlement behavior of drilled-shafts in eight types of soil and rock models. SHAFT can accommodate any combination of soil and rock layers in a layered profile. The soils and rock models in SHAFT are the following:
- clay - cohesive geomaterial (FHWA),
- sand - cohesionless geomaterial (FHWA),
- clay - shale (Reese & Aurora),
- strong rock - using either side resistance or end bearing (FHWA),
- strong rock - using both side resistance plus end bearing (for comparison),
- decomposed rock/gravel (FHWA),
- weak rock - cohesive intermediate geomaterial (FHWA),
- gravel - cohesionless intermediate geomaterial (Rollins et al),
- gravelly sand (Rollins et al).
|
|
Читать статью дальше (комментариев - 3)
| |
|
|
Автор: Williams
Дата: 31 июля 2012
Просмотров: 2 613 |
|
Ensoft Group v8.0.14 x86
GROUP has been well accepted as an useful design tool for analyzing the behavior of piles in a group subjected to both axial and lateral loadings. The program was developed to compute the distribution of loads (vertical, lateral, and overturning moment in up to three orthogonal axes) applied from any multiple locations in the pile cap to piles arranged in a group. The piles may be installed vertically or on a batter and their heads may be fixed, pinned, or elastically restrained by the pile cap. The pile cap may settle, translate, and/or rotate and is assumed to act as a rigid body.
The program will generate internally the nonlinear response of the soil, in the form of t-z and q-w curves for axial loading, in the form of p-y curves for lateral loading and in the form of t-r curves for torsional loading. A solution requires iteration to accommodate the nonlinear response of each pile in the group model. Program GROUP solves the nonlinear response of each pile under combined loadings and assures compatibility of geometry and equilibrium of forces between the applied external loads and the reactions of each pile head.
The p-y, t-z, q-w and t-r curves may be generated internally, employing recommendations in technical literature, or may be entered manually by the user. The pile-head forces and movements are introduced into equations that yield the behavior of the pile group in a global coordinate system. The program can internally compute the deflection, bending moment, shear, and soil resistance as a function of depth for each pile.
For closely-spaced piles, the pile-soil-pile interaction can be taken into account by introducing reduction factors for the p-y curves used for each single pile. As an option, the user can ask the program to generate internally some suggestions for p-multipliers to automatically reduce the soil resistance. GROUP is able to generate or lets users specify p-y reduction factors for two orthogonal axes.
The program allows the user to select computations of the required unit side friction at the top and bottom of each soil layer along with a unit tip resistance. The program employs commonly-accepted equations to compute internally the estimated unit side friction and unit tip resistance based on the soil properties that are specified by the user for each soil layer.
Users can also input external nonlinear curves of axial load versus settlement for each pile in the group. Those external curves can be obtained by the user based on load tests or using the Ensoft programs APILE and/or SHAFT.
GROUP v8.0 introduces several enhancements: Use of multiple load cases representing concentrated loads at the pile cap and/or distributed lateral load at the piles; Concentrated loads at the pile cap may be defined at any position; Distributed lateral loads at the piles can be defined by local or global axes; Load combinations can be specified by the user and are set by load factors applied at the defined load cases; Maximum and mini-mum envelopes may be computed for both load cases and load combinations; GROUP v8 can provide flexibility and stiffness matrices (in 2D or 3D models) for different levels of loading. |
|
Читать статью дальше (комментариев - 5)
| |
|
|
ПОИСК ПО САЙТУ |
|
|
|
|