TEKNİK FÖY S-01 · REV A · GÜNCELLENDİ EYL 2026

S-01 · YAPISAL / FEA

Dayanır mı? Kanıtı ekli, savunulabilir bir cevap.

Çelik ve alüminyum yapıların, makine şasilerinin, kaynaklı ve cıvatalı montajların sonlu elemanlar analizi — onay mercinizin kullandığı standarda göre kontrol edilir ve bağımsız bir mühendisin satır satır takip edebileceği bir rapor olarak teslim edilir.

[K]{u} = {F}UC = E_d / R_d ≤ 1.0PASS / FAIL
[✓] Veri paylaşımından önce NDA[✓] Sabit kapsam & fiyat[✓] Bağımsız iç kontrol
ŞEKİL 1 — Basit mesnetli eleman · eğilme ŞEMATİK basınççekme
S-01 · BİR BAKIŞTAÖZELLİK
TIPIK KAPSAM
Çelik & alüminyum yapılar, makine şasileri, kaynaklı ve cıvatalı montajlar, bileşenler
TESLIMAT
İmzalı PDF rapor, kullanım oranı tabloları, talep halinde sonuç dosyaları
TESLIM SÜRESI
Yazılı kapsamda kararlaştırılır
STANDARTLAR
EN 1993 · EN 1999 · ASCE 7
GIZLILIK
Herhangi bir dosya paylaşılmadan önce NDA imzalanır
KALITE
Her rapor ikinci bir mühendis tarafından kontrol edilir
Kapsamı belirlenmiş teklif al →

01 / NE ZAMAN GEREKİR

Bu analizin cevapladığı sorular.

Yapısal analiz, yanlış bir cevabın pahalıya mal olduğu durumlarda parasını hak eder: reddedilen bir onay, sahada bir hasar ya da bin kez ürettiğiniz aşırı boyutlandırılmış bir parça.

Her proje vermeniz gereken karardan başlar — analiz türü bu karardan çıkar.

Q1Tasarım yüklerini gereken güvenlik payıyla taşıyacak mı?→ Statik analiz + yönetmelik kontrolü
Q2Kapasite kaybetmeden malzeme azaltabilir miyiz?→ Parametrik çalışma / optimizasyon
Q3Neden çatladı — ve çözüm işe yarayacak mı?→ Kök neden FEA + yorulma
Q4Bu kaynaklı detay kaç çevrime dayanır?→ Yorulma (S-N), EN 1993-1-9
Q5Bu narin eleman veya ince panel burkulur mu?→ Lineer & nonlineer burkulma
Q6Onay mercii kendi hesabımızı kabul eder mi?→ Bağımsız inceleme

02 / TESLİMATLAR

Ne alacağınız. Başlamadan önce, yazılı olarak.

Her kalem, onayladığınız kapsam belgesinde listelenir. Bu listedeki hiçbir şey sonda sürpriz olmaz.

PDF

Teknik rapor

Kapsam, varsayımlar, model, sonuçlar, yönetmelik kontrolü ve sonuçlar. İmzalı ve revizyon kontrollü.

XLSX · PDF

Kullanım oranı tabloları

Her eleman, kaynak ve cıvata için, her yük kombinasyonunda birim kontrolleri — belirleyici durum vurgulanmış.

RAPOR İÇİNDE

Açıklamalı sonuç görselleri

Kritik bölgeleri işaretlenmiş ve açıklanmış gerilme, deformasyon ve kullanım oranı grafikleri.

TALEP HALİNDE

Model & sonuç dosyaları

Nötr formatta geometri ve ağ; Tessera formatında sonuç dosyaları.

EK

Doğrulama eki

Ağ çalışması, el hesabıyla çapraz kontrol, mesnet tepkisi dengesi ve temel varsayımlara duyarlılık.

RAPOR İÇİNDE

Tasarım önerileri

Payın nerede olduğu, nerede olmadığı ve başarısız bir kontrolü düzelten somut değişiklikler.

3 SAAT ONLINE

Sonuç değerlendirme toplantısı

Mühendislerinizle birlikte adım adım değerlendirme. Sorular cevaplanır ve nihai revizyona işlenir.

Revizyon turu

Kararlaştırılan kapsam içindeki tasarım değişiklikleri için yeniden çözüm; raporda revizyon kaydıyla.

03 / YÖNTEMLER

Soruya uygun analiz — en pahalısı değil.

Ağ yalnızca gradyanların olduğu yerde sıklaştırılır. Cevabı belirleyen yerde doğruluk, geri kalan her yerde hız.

ŞEKİL 0 — Sıcak noktada uyarlamalı ağ sıklaştırma
ANALİZNE ZAMAN KULLANILIRTEMEL ÇIKTITİPİK REFERANS
Lineer statikGerilmeler akmanın altında kalır ve sehimler küçüktürGerilme, sehim, mesnet tepkileri, kullanım oranıEN 1993-1-1 · EN 1999-1-1
Nonlineer statikBüyük sehim, akma, cıvatalı veya yataklı arayüzlerde temasYük–yer değiştirme eğrisi, plastik şekil değiştirme, temas basıncıEN 1993-1-5 Ek C
Lineer burkulmaBasınç altındaki narin elemanlar, plakalar ve kabuklarKritik yük katsayısı α_cr, burkulma modlarıEN 1993-1-1 §5.2
Nonlineer burkulma (GMNIA)Özdeğer sonuçlarının güvensiz kaldığı, kusura duyarlı plakalar ve kabuklarKusurlar ve plastisite dahil göçme yüküEN 1993-1-5 · EN 1993-1-6
Yorulma — gerilme-ömürYüksek çevrimli yükleme altındaki kaynaklı detaylarHasar toplamı, çevrim cinsinden ömür, detay kategorisiEN 1993-1-9 · IIW
Yorulma — şekil değiştirme-ömürYerel plastisiteli düşük çevrimli yüklemeÇatlak başlangıç ömrü
Modal kontrolOnaydan önce, bilinen uyarımlarla rezonansı dışlamak içinDoğal frekanslar, mod şekilleri→ bkz. S-03 Titreşim & NVH
ŞEK. 2 — Analiz türü neden önemliŞEMATİK
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doğrusal çatallanma · α_cr kusurlu + plastik (GMNIA) kusurlu, elastik (GNIA) nihai yük yer değiştirme → yük katsayısı Aynı parça, dört cevap. Lineer bir model, kusura duyarlı bir elemanın kapasitesini olduğundan yüksek gösterebilir; göçme modunun gerektirdiği yöntemi seçeriz.
ŞEK. 3 — Yorulma dayanım eğrisi (EN 1993-1-9 formu)ŞEMATİK
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Δσ_C (detay kategorisi) m = 3 m = 5 kesme sınırı Δσ_L 2·10⁶ 5·10⁶ 10⁸ log N → log Δσ Kaynaklı detaylar detay kategorisine göre sınıflandırılır; yük spektrumundan gelen hasar toplanır (Palmgren–Miner) ve her detay için raporlanır.

04 / SÜREÇ VE ZAMAN PLANI

Problem tanımından imzalı rapora.

Her biri net bir devir teslimle biten beş adım. Sizden ne gerektiğini ve karşılığında ne alacağınızı her zaman bilirsiniz.

  1. 012 gün

    Kapsam belirleme görüşmesi

    SİZDENProblem tanımı, çizimler, teslim tarihi
    BİZDENNDA, soru listesi ve eksik veriler
  2. 022 gün

    Kapsam & sabit teklif

    SİZDENCevaplar, yük verileri, hedef standart
    BİZDENYazılı kapsam, varsayımlar, kabul kriterleri, fiyat
  3. 037 gün

    Modelleme & çözüm

    SİZDENCAD, malzeme sınıfları, kaynak/cıvata şartnameleri
    BİZDENAra kontrol: ağ ve yük durumu görselleri
  4. 042 gün

    Doğrulama & kontrol

    SİZDENHiçbir şey — iç adım
    BİZDENDoğrulama kanıtları, ikinci mühendis incelemesi
  5. 052 gün

    Rapor & değerlendirme

    SİZDENTaslak hakkındaki yorumlarınız
    BİZDENİmzalı rapor, dosyalar, değerlendirme toplantısı

05 / GİRDİLER

Sizden ihtiyacımız olanlar.

GEREKLİ
  • [✓]Geometri — STEP / IGES / Parasolid veya ölçülendirilmiş çizimler
  • [✓]Malzemeler ve sınıfları (varsa sertifikalar)
  • [✓]Yük durumları ve kaynakları (şartname, standart, ölçüm)
  • [✓]Yapının nasıl ve nereden mesnetlendiği
  • [✓]Hedef standart ve kabul kriterleri
  • [✓]Sonucun besleyeceği karar ve teslim tarihi
VARSA FAYDALI
  • [+]Önceki hesaplar veya test verileri
  • [+]Hasar fotoğrafları ve muayene raporları (kök neden)
  • [+]Kaynak ve cıvata şartnameleri
  • [+]İmalat toleransları
  • [+]Müşterinizden veya onay mercinizden gelen yorumlar
EKSİK VERİ Mİ?Projelerin çoğu böyle başlar.Eksikleri kapsam belirleme görüşmesinde listeleriz. Varsaymak zorunda kaldığımız her şey raporun varsayım kaydına işlenir — asla modelin içinde gizlenmez.

06 / RAPOR

Satın almadan önce raporu görün.

Ortalama 60 sayfalık, imzalı ve revizyon kontrollü bir belge — onaylaması gereken kişi için yazılmış. Her sayı bir yük durumuna, bir girdiye ve bir varsayıma kadar izlenebilir.

  1. T1
    Varsayım kaydıHer varsayım numaralandırılmış, gerekçelendirilmiş ve etkilediği sonuçlara bağlanmıştır.
  2. T2
    Yük durumu izlenebilirliğiHer kullanım oranı değeri, yük kombinasyonunu ve geldiği maddeyi belirtir.
  3. T3
    Doğrulama kanıtlarıAğ çalışması, analitik çapraz kontrol ve mesnet tepkisi dengesi dahildir — sadece iddia edilmez.
  4. T4
    Tekrarlanabilir modelSonucun yeniden çözülebilmesi için çözücü, sürüm, eleman tipleri ve ayarlar belirtilir.
  5. T5
    Sade dilde sonuçBir yöneticinin okuyabileceği tek sayfa: geçer mi kalır mı, pay ve neyin değişmesi gerektiği.

07 / UYGULAMALAR

Tipik yapılar ve bileşenler.

Çelik yapılarPlatformlar · asma katlar · taşıyıcılar
Makine şasileri & skid'lerÖz ağırlık · işletme · taşıma
Kaldırma ekipmanlarıKaldırma kulakları · traversler · bağlantı elemanları
Kaynaklı detaylarBraketler · bağlantı tablaları · yorulma açısından kritik birleşimler
Enerji ekipmanlarıJeneratör kaideleri · kabinler · temeller
Araç yapılarıAlt şasiler · şasi parçaları · dayanıklılık
Gemi donanımıTemeller · mataforalar · güverte ekipmanları
Veri merkezi yapılarıKabinetler · taşıyıcılar · deprem çaprazları

08 / STANDARTLAR

Onay mercinizin okuduğu maddeye göre kontrol edilir.

Yük kombinasyonları, kısmi katsayılar ve kabul kriterleri belirleyici standarttan alınır ve raporda atıf yapılır.

STANDARTNE İÇİN KULLANIYORUZ
EN 1990Tasarım esasları — yük kombinasyonları ve kısmi katsayılar
EN 1993-1-1Çelik — eleman dayanımı, stabilite, global analiz
EN 1993-1-5Levhalı yapı elemanları; FE tabanlı tasarım (Ek C)
EN 1993-1-8Birleşimlerin tasarımı — kaynaklar ve cıvatalar
EN 1993-1-9Yorulma — detay kategorileri ve hasar değerlendirmesi
EN 1999-1-1Alüminyum yapılar — genel kurallar
ASCE 7Binalar ve diğer yapılar için minimum tasarım yükleri

09 / NASIL ÇALIŞIRIZ

Bizimle çalışmanın üç yolu.

Fiyatlar yazılı kapsama göre sabittir. Ucu açık saatler için değil, tanımlı bir sorunun yanıtı için ödeme yaparsınız.

E-01PROJE

Sabit kapsamlı proje

EN UYGUN OLDUĞU
Net bir sorusu olan, tanımlı bir parça veya yapı
DAHİL OLANLAR
Kapsam belirleme, analiz, rapor, bir değerlendirme toplantısı
ZAMAN ÇİZELGESİ
Yazılı kapsamda kararlaştırılır
FİYAT
Kapsam belirlemenin ardından sabit teklif
Problem tanımıyla başlayın
E-02SÜREKLİ HİZMET

Sürekli mühendislik hizmeti (retainer)

EN UYGUN OLDUĞU
Tekrarlayan analiz ihtiyacı olan tasarım ekipleri
DAHİL OLANLAR
Sabit bir mühendislik saati paketi, öncelikli geri dönüş
ZAMAN ÇİZELGESİ
Aylık, minimum süre baştan kararlaştırılır
FİYAT
Kapsama göre fiyatlandırılır
Sürekli hizmeti görüşelim
E-03İNCELEME

Bağımsız inceleme

EN UYGUN OLDUĞU
Başkası tarafından yapılmış bir FEA veya el hesabının kontrolü
DAHİL OLANLAR
Model, varsayımlar ve yönetmelik kontrolünün incelenmesi; yazılı bulgular
ZAMAN ÇİZELGESİ
Yazılı kapsamda kararlaştırılır
FİYAT
Sabit teklif
İnceleme talep edin

10 / SSS

Her projeden önce sorulanlar.

Başka bir sorunuz mu var? Problem tanımında sorun — cevabı kapsamla birlikte gelir.

Hangi yazılımı kullanıyorsunuz?

Geliştirdiğimiz çözücü Tessera, bugün bu sitedeki ücretsiz hesap araçlarını çalıştırıyor; her biri referans vakalarıyla birlikte yayımlanıyor. Proje işlerinde çözücü, sonucun sağlaması gereken standarda göre seçilir ve yazılı kapsamda belirtilir. Her rapor çözücüyü, sürümü ve eleman tiplerini belirtir; böylece sonuç bağımsız olarak yeniden üretilebilir.

Bizim NDA'mız kapsamında çalışabilir misiniz?

Evet — herhangi bir dosya paylaşılmadan önce sizinkini imzalarız ya da kendimizinkini sunarız.

Verilerimiz eksik. Yine de başlayabilir miyiz?

Genellikle evet. Eksik girdiler kapsam belirleme aşamasında listelenir ve yaptığımız her varsayım raporda kayda geçer.

Tasarımları imzalıyor veya mühürlüyor musunuz?

Evet. İlgili mühendislik disiplinlerinden sorumlu tüm mühendislerimiz uygun mesleki yeterliliklere sahiptir ve kendi yetkinlik alanlarında mühendislik tasarımlarını imzalamaya ve mühürlemeye usulüne uygun olarak yetkilidir.

Fiyat nasıl belirlenir?

Yazılı kapsama göre: geometrinin karmaşıklığı, yük durumu sayısı ve nonlineer veya yorulma analizi gerekip gerekmediği.

Tasarım kontrolden geçemezse ne olur?

Analizin ardından, geçerli kabul kriterlerini sağlamayan bölgeler; ilgili güvenlik payları ve gerekli tasarım iyileştirmeleriyle birlikte teknik gerekçeleriyle açıkça belgelenir. Önerilen tasarım değişiklikleri uygulandıktan sonra, revize tasarımın doğrulama amacıyla bir kez yeniden analizi hizmet kapsamına ve teklif edilen fiyata dahildir.

İLGİLİ YETKİNLİKLERTüm hizmetler →

11 / PROBLEM TANIMI

Yük durumunu gönderin. Yazılı bir kapsam alın.

Yapının ne olduğunu, neyi taşıması gerektiğini ve hangi standardı geçmesi gerektiğini bize anlatın. Sorularla ya da sabit bir kapsamla dönüş yaparız.

  • [✓] Veri paylaşımından önce NDA
  • [✓] 2 iş günü içinde yanıt
  • [✓] Kapsam, varsayımlar & kabul kriterleri yazılı olarak