كتاب فرمولهاي روارك براي تنش و كرنش

بدضعیفمتوسطخوبعالی (4٫50 از 5)
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بدست آوردن تنش و كرنش در سازه ها امري پيچيده و وقت گيراست. برنامه هاي زيادي براي اين منظور وجود دارد كه استفاده از آنها هم به راحتي امكان پذير نيست. بسياري مواقع داشتن يك Reference خوب براي بدست آوردن سريع تنش و كرنش در سازه هاي مختلف سودمند مي باشد.
در ادامه كتاب Roark’s Formulas for Stress and Strain كه بنظرم Reference بسيار معتبر و كاملي است، براي دانلود بصورت لينك مستقيم از سايت IRANPETROTECH تهيه شده است.
اين كتاب شامل فرمول هاي مورد نياز براي محاسبه دستي تنش – كرنش و بخش هاي آموزشي در اين خصوص مي باشد.
روشها، قوانين،‌ ارتباطات مهم ميان تنش و كرنش، رفتار سازه تحت تنش،‌ روشهاي عددي براي محاسبه تنش و كرنش، روشهاي تجربي،‌ كشش، فشار، برش و تركيبات آنها. رفتار انواع تيرها در اثر تنشهاي متفاوت و نحوه محاسبه كرنش آنها. پيچش و رفتار ورقها و پوسته ها و فرمول هاي حاكم بر رفتار آنها،‌ ستونها و ديگر اعضاي فشاري. رفتار لوله ها و اعضاي تحت فشار. پايداري الاستيك، ديناميك و تنشهاي پس ماند و تنشهاي ناشي از دما. تاثير تنش در مواد كامپوزيت و هزاران فرمول دستي براي محاسبه مشخصه هاي هندسي و … المانها در اين كتاب بي نظير جمع آوري شده
براي دانلود كتاب Roark’s Formulas for Stress and Strain بصورت لينك مستقيم از سرور سايت اينجا كليك كنيد.
پسورد فايل www.iranpetrotech.com

Roark’s Formulas for Stress and Strain
Publisher: McGraw-Hill Professional | ISBN: 007072542X | edition 2001 | PDF | 855 pages |
Solutions-based approach to quick calculations in structural element design and analysis
Now updated with 30% new material, Roark Formulas for Stress and Strain, Seventh Edition, is the ultimate resource for designers, engineers, and analysts who need to calculate loads and stress. This landmark reference from Warren Young and Richard Budynas provides you with equations and diagrams of structural properties in an easy-to-use, thumb-through format. Updated, with a user-friendly page layout, this new edition includes expanded coverage of joints, bearing and shear stress, experimental stress analysis, and stress concentrations, as well as material behavior coverage and stress and strain measurement. You’ll also find expanded tables and cases; improved notations and figures in the tables; consistent table and equation numbering; and verification of correction factors.

Units Appropriate to Structural Analysis
Common Prefixes
Multiplication Factors to Convert from USCU Units to SI Units
Material Properties
Transformation Matrices for Positive Rotations about an Axis
Transformation Equations
Sample Finite Element Library
Strain Gage Rosette Equations Applied to a Specimen of a Linear, Isotropic Material
Corrections for the Transverse Sensitivity of Electrical Resistance Strain Gages
Shear, Moment, Slope, and Deflection Formulas for Elastic Straight Beams
Reaction and Deflection Formulas for In-Plane Loading of Elastic Frames
Numerical Values for Functions Used in Table 8.2
Numerical Values for Denominators Used in Table 8.2

Shear, Moment, Slope, and Deflection Formulas for Finite-Length Beams on Elastic Foundations
Shear, Moment, Slope, and Deflection Formulas for Semi-Infinite Beams on Elastic Foundations
Reaction and Deflection Coefficients for Beams under Simultaneous Axial and Transverse Loading: Cantilever End Support
Reaction and Deflection Coefficients for Beams under Simultaneous Axial and Transverse Loading: Simply Supported Ends
Reaction and Deflection Coefficients for Beams under Simultaneous Axial and Transverse Loading: Left End Simply Supported, Right End Fixed
Reaction and Deflection Coefficients for Beams under Simultaneous Axial and Transverse Loading: Fixed Ends
Shear, Moment, Slope, and Deflection Formulas for Beams under Simultaneous Axial Compression and Transverse Loading
Shear, Moment, Slope, and Deflection Formulas for Beams under Simultaneous Axial Tension and Transverse Loading
Beams Restrained against Horizontal Displacement at the Ends
Reaction and Deflection Coefficients for Tapered Beams; Moments of Inertia Vary as ً1 ‏ Kx=lقn, where n ¼ 1:0
Formulas for Curved Beams of Compact Cross-Section Loaded Normal to the Plane of Curvature
Formulas for Torsional Deformation and Stress
Formulas for Torsional Properties and Stresses in Thin-Walled Open Cross-Sections
Formulas for the Elastic Deformations of Uniform Thin-Walled Open Members under Torsional Loading
Numerical Values for Functions Used in Table 11.2
Formulas for Flat Circular Plates of Constant Thickness
Shear Deflections for Flat Circular Plates of Constant Thickness
Formulas for Flat Plates with Straight Boundaries and Constant Thickness
Formulas for Short Prisms Loaded Eccentrically; Stress Reversal Impossible
Formulas for Membrane Stresses and Deformations in Thin-Walled Pressure Vessels
Shear, Moment, Slope, and Deflection Formulas for Long and Short Thin-Walled Cylindrical Shells under Axisymmetric Loading
Formulas for Bending and Membrane Stresses and Deformations in Thin- Walled Pressure Vessels
Formulas for Discontinuity Stresses and Deformations at the Junctions of Shells and Plates
Formulas for Thick-Walled Vessels Under Internal and External Loading
Formulas for Stress and Strain Due to Pressure on or between Elastic Bodies
Formulas for Elastic Stability of Bars, Rings, and Beams
Formulas for Elastic Stability of Plates and Shells
Natural Frequencies of Vibration for Continuous Members
Stress Concentration Factors for Elastic Stress (Kt)
Properties of Sections
Composite Material Systems

کلمات جستجو شده: فرمول تنش و کرنش

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  1. Abi
    بهمن ۲, ۱۳۹۰

    MAmnoon.
    ketabaye zabane aslie bishtari bezarid plz.!

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